HomeMy WebLinkAboutCT 90-03; SHELLEY PROPERTY UNIT 3; DRAINAGE REPORT; 2000-08-01",":"' '\'
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DRAINAGE REPORT
FOR
SHELLEY RANCH -UNIT 3
CARLSBAD, CALIFORNIA
CT 90-3/PUD 90-4
AUGUST 2000
Prepared For:
DANIEL 1'. SHELLEY
P.O. Box: 230985
. Encinitas, CA 92023-0985
701 B Street, Suite 800
San Diego, CA 92101
Document No. 1602.00
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Prepared By: DU
Checked By: DR
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TABLE OF CONTENTS
Section . Page
1 IN'TRODUCTION ........ ....... .................. ......................... .............. ........ ...... ...... I
2 EXISTING CONDITIONS AND BACKGROUND ........................................ 3
3 DEVELOPED CONDITIONS.......................................................................... 4
4 HYDROLOGY METHODOLOGY ..................................... ,........................... 5
5 FLOOD ROUTING CALCULATIONS........................................................... 19
6 INLET AND' OUTLET DESIGN ................. ....... ........ .................. ........... ........... 30
7 BROW DITCH CAPACITY CALCULATIONS ............. : ............................... 34
8 WSPG COMPUTATIONS .............................. · ......................................... '.......... 35
9 . REFERENCES .................................................................................................. 207
10 APPENDIX -HYDROLOGY DESIGN CHARTS ........................................ : 208
Runoff Coefficients (Rational Method) .... : ........................... ,: ............ ,. A-I
Rainfall Intensity -Duration -Frequency·Curves ................................. A;,.2
Nomograph -Time of Concentration forNatural Watersheds ............. A-3.1
Urban Areas Overland Time of Flow Curves ........................................ A-3.2
Gutter and Roadway Discharge Velocity Chart................... ........... ...... A-4
Capacity of Curb inlets ........................................................... , ................. A-5.
Nomograph -Capacity, Curb Inlet at Sag ........................................... ,. A-6
Selection of Riprap and Filter Blanket MateriaL ..... ; ........................... A-7
Design Charts of Rip rap Outlet Protection ........................................... A-8
REP/1602DR3.DOC 11
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LIST OF FIGURES
Figure
1 VlclnltyMap ................................................... ~ ............................. ; ....................... ~
LIST OF TABLES
Table
1 Predevelopment Hydrology Calculations ........................ , ............................... .
2 Postdevelopment Hydrology Calculations ...................... : ................................ .
3 Postdeyelopment Flood Routing Calculations ................................................ .
4 fulet Location Table ........................................... ; ............... ~ .............................. .
5 fulet Sizing Ca1culations ........................... ~ ... ' ............... ~ .................................... .
ATTACHMENTS
Exhibit A Drainage Area Map -Predeveloped Conditions
Exhibit B Drainage Area Map -Developed Conditions
REP/.1602DR3.DOC 111
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SECTION 1
INTRODUCTION
This drainage report has been prepared to document the design procedures and calculation~ for
the stonn drain system associated with Unit 3 of Tentative Map CT 90-3/PUD 90-4. The
development is located in the portion of Lots 13 and 14 of the subdivision of Rancho Las
Encinitas in the City of Carlsbad, east of Rancho Santa Fe Road and north ofCa1le Acervo. The
d~velopment site is also known as P~ce1 'B' in the Certificate of Compliance No. CE-863
(Document No. 1999-004(065) recorded January 27, 1999. Please refer to the Vicinity map on
Page 2.
The objective of this drainage report is to detennine pipe, catch basin, and curb inlet sizes under
the developed conditions to carry the 1 OO,..year frequency stonn water volume.
The project is located within the City of Carlsbad limits and is subject to City standards .• Tbe
drainage subhasin layout and the stonn drainage system are shown on Exhibit B.
REP/i60~DR3oDOC 1
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Figure 1. Vicinity Map
REPI I 602Din. DOC 2
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SECTION 2
EXISTING CONDITIONS AND BACKGROUND
Theprojeot area currently consists of a recently mass-graded land per DraWing No. 380-1B.
The site in its existing condition, consists of various desiltation basins. The desiltation basins
collect all of the surface rufloff throughout the site before being discharged into the open space
located within the property, near the midsection of the subdivision. Once the surface ·runoff is
discharged into the open space, it runs to the west and is· collected in a low point before entering
a culvert located in Rancho Santa Fe Road, about 700 feet south of Olivenhain Road.
REP/1602DR3.DOC 3
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SECTION 3
DEVELOJ>ED CONDITIONS
The proposed project consists of regarding the site (approximat~ly 47.3.9 acres) for the
copstruction of internal roads and residential lots in accordance. with Tentative Map
CT 90-3/PUD 90-4.
Drainage from the developed areas will be conveyed via the existing underground stonn drain
system built in its majority by Improvement Plan Drawing No. 380-lJ, and the improvement
plans associated with this report~ Drawing No. 380-1H.
The storm drain water will discharge into the existing natural drainage course (Encinitas Creek)
at a location located near the midsection of the property. From there, drainage runs to the west
and is collected in a low point before entering a culvert in Rancho Santa Fe Road, about 700 feet
south to Olivehain Road.
M~jor storm drain improvements to culverts under Rancho Santa Fe RO:;Ld are being constructed ,
per Drawing No. 380-1K: These improvements are being constructed in order to accommodate
the anticipated flows from this project.
REP/1602DR3:J!lOC . 4
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SECTION 4
HYDROLOGY METHODOLOGY
This drainage system has been designed in general conformance with the County of S~n Diego
Hydrology Manual. Drainage basins are less -than 0.5 square mile; therefore, the Rational and
Modified Rational Method$ were utilized to calculate stom runoff. The underground storrp drain
system is designed to convey the lOO-year-frequency storm water. Pipes are sized for
nonpressurized flow. The underground systems outlet to a detention basin via energydissipators.
The hydrologi9al analysis utilized to determine the runoff at each design poinf was the Rational
Method (Q = C x f x A). The following pages describe the methods used to detennine each
component of the Rational Method equation, in which
Q = Runoff (CFS),
C = Runoff coefficient,
fA = Rainfall intensity-(irtlhr), and
A = Area (acres).
4.1 Determination of Runoff Coefficient
Runoff coefficients are dependent on the proposed land. use of the basin. Coefficients for this
project were obtained from the County of San Diego ])esign and Procedure Manual (see
Appendix A-I), based on a classification soil group D for this area. Given these criteria, the.
following runoff coefficients were used:
Natural Undisturbed Area . == 0.45
Single--Family Units == 0.55
Multifamily Units ':::;:: 0.70
Paved Areas = 0.90.
.REP/1602DR3:DOC 5
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4.2 Determination of Intensity
Rainfal1 intensity (1) is based on the "Intensity-Duration-Frequency" curves in the County of San
Diego Drainage Design Manual (see Appendix A-2).
4.3 Time of Concentration
Time of concentration is the time required for runoff to flow from the most remote part of the
watershed to the outlet point or design point under consideration. The time of concentration (Tc)'
at any point within the drainage area is given by:
where
1;. = Inlet time and
II = Travel time.
Inlet time is broken down into two components: overland time (To)artd gutter time (Tg):
therefore,
The following paragraphs further defin.e the individual components of the time of concentration
and the methods used to quantify those components.
4,3.1 Overland Time (To)
Overland time is the period required for runoff to travel from the farthest edge of a drainage
basin to the street gutter. The method of determining overland time is dependent on the type of
watershed. For natural watersheds, overland time is determined using the Appendix A-3.1 (taken
from the San Diego County Design :rvJ:anual).
REP/1602DR3.DOC 6
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4.3.2 Gutter Time (Tg)
The gutter time is determined by assuming an initial time of concentration, Ti (may use To for the
parkway or it lot) and calculating an initial Qi. To determine the velocity in the gutter" divide Qi
by 2 to obtain an average flow. Use this average flow with' the graph in the Appendix to
determine an average velocity, V, for this: gutter length, L.
Tg = L/(V x 60).
Add this gutter time to To to obtain a new time of concentration, Te. Use this new Te to .calculate
a new QI2 and' determine a new Valle, in order to calculate a new Tg. Repeat procedUre until
assumed Tc = To + Tg•
4.3.3 Travel Time (ft)
Travel time is the time required for flow to travel the length of the storm drain to the point in
question. Travel time is calculated by using the following formula:
Trayel Time = L/(V x 60),
whefe
L = Pipe length (feet) and
V = Velocity of flow in pipe (ft/sec).
4.4 Determination of Areas
The area (A) of each drainage basin was determined from the Drainage Area Map. See the
Developed Drainage Basins Exhibit (Exhibit B).
4.5 Modified Rational Method
The Modified Rational Method was utilized to calculate peak storm water flows and route the,
calculated flows through the proposed drainage system.
REPII602DR3.DOC 7
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When two flows combine at a junction point, the s:rnaller of the flows has been decreased :qy
using the Modified Rational Method. This procedure accounts for the differing times of
concentration for the flows upstream of the junction point. The smaller Q is reduced by either the
ratio of the intensities or the ratio of the times of concentration, according to the following
procedure:
• Let Q, T, and I correspond to the tributary with the largest discharge.
• Let q, t, and i correspond to the tributary with the smallest discharge.
• Let Q and T correspond to the peak discharge and the time of concentration
when peak flow ·occurs.
If T> t, the peak discharge is corrected by the ratio ofthe intensities:
Q = Q+ q(l/i) . and T=T.
If T < t, the peak discharge is corrected by the ratio of the times of concentration:
Q = Q+q(T/t) and T=T.
4.6 Hydrology Calculations
Considering that the existing condition of the project site is undeveloped, all runoff as natura1
overland flow wjl1 be concentrated and deposited in adesilting basin. Therefore; the
predevelopment hydrology calculation is based on the as~umption that the whole dtainage area is
one basin with natural overland flow, to determine the time of concentration and peak discharge.
The calculations are shown in Table 1.
The hydrology calculations for the developed condition are shown in Table 2. Each basin is
identified relative to the pipe system used to collect runoff from it. Basin areas, C.:..factots, lengths
of flow paths, slopes of flow paths, times of concentration, intensities, and total flows ate also
listed.
The basins are analyzed as urban overland flow and gutter flow.
REP/1602DR3.DOC 8
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4.7 Conclusion
Per this Drainage Report, it is concluded that the proposed development of Shelley Ranch Unit 3
(Tentative Map CT 90-3/PUD 90-4) will ndt result in any significant changes to the drainage
patterns and storm water discharge volume in the area of the project. there will be a reduction in
overland flow, as the majority of the drainage from the project will be directed into the existing
storm drain system.
REP/1602DR3.DOC 9
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I REP/1602DR3.DOC
Table 1. Predevelopment Hydrology Calculations
Surface Runoff for lOO-Year[6-Hour Storm
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Proj,Name:
06-May-00
SHELLEY PROPERTY -MASS GRADING/INTERIM CONDITIONS -UNITS 2 AND 3
Proj. Num: 1424 Frequency 100 yrs. DSND by: JCG
File Name: MG-U2-3.WQ1 P6= ,2,.6 CHKD by: MC
From To Type of L H Pipe Slope Velocity Tc Revised Intensity C A CA Sum Tqtal q
Node Node Travel (tt) (tt) Dia(in) (ftltt) (ftls) (min) Tc (in/hr) (ac) Cq ( cfs),
SUBBASIN ,A1 , , . ,
Urban Overland 1100 33 0.030 22.8 ' 22.8 2.57 0.55 9.69 5.3 5'.3 13.6
SUBBASIN A2
Urban Over,land 352 ' 10 0.028 13.2 13.2 3.66, 0:55 2.85 1.6 ' 1.6 5.9
SUBBASIN A3
Urban Overland 400, 10 0.025 , 14.6 14.6 3.43 , 0.5S 1.135 1 1 3.4 '
SUBBASlN A4
Nqtural Ovrlnd 85 20 0.235 0.4 10.4 4.27 0.45 1.89 0.9 0.9 3.8
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SUBBASIN ' 81
\, , Urban Overland 1700, 48 0.028 29 29 2,.2 0.55 12.5 6.9 ' 6.9. ' 15,2
SUBBASIN. B2
Ur:ban Overland' 1486, 39 0.026 '27.8 27.8 . 2.27 0.55, 12.6 ' 6.9 6:9 15.7' .,
Sl!JBBASIN ' B3
, Urban Overland 1326 24 0.Q18 29.6 ' 29.6 2.18 0.55 7.34, 4, ,4 8.7
> •
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I REPII602DR.3.DOC
Table 2. P(Jstdevelopment Hydrology Calculations
Surface Runoff for 100~Year/6-H6ur Stonn
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02-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Namer SHELLEY PROPERTY 1" UNITS 2 AND 3
Proj. Num: 1602 Frequency 100 yrs. DSND by: DRU
'File Name: U23MOD-2.WQl P6= 2 .. 6 CHKD by: MFC
From To Type of L H Pipe , Slope Velocity Tc Revised Intensity C A CA Sum Total Q
Node Node Travel , (ft) (ft) Dia(in) (ftlft) (ftls) (min) Tc (in/hr) . (ac) Ca (cfs)
SUBBASIN Al
Naturq,l Ovrlnd ~O ' 40 0.500 0.3 10.3 4.3 0.4 1.3 0.5 0.5 2.2
SUBBASIN A2
Natural Ovrlnd 180 20 0.111 1 ·11 4.12 0.4 0.7 0.3 0.3
Gutter 240 2.4 0.010 1.8 2.2 13.2 3.66 0.4 0.7 0.3 0.3 1.1
(A vg flow depth= 0,1 f1. ,Avg Flo .w Widt . 5.0 'f1.}
SUBBASIN A3 ,
Urban Overland 60 31.5 0.~25 2 ~ . )2.37 0,55. 0.2 0.1 0.1 1.2
,
SUBBASIN A4
.. Urban Overland 130 1.3 0.010 11.3 11.3 4.05 0.55 5 2;8 2.8
" , . ~ , Gutter ' 834 24 0.029 .: 4.0 3.:5 14.8 3.4 '.0.55 5 . 2.8 '2.8 9.5 .
(A vg flow depth = 0.33 f1. Avg Flo wWidt 11.5 [1.) .
SUB13ASIN A5 "
Urban Overland 130 1.3 0.010 11.3 11.3 4.05 0,55 ·2.5 1.4 . 1.4
. ' ,GUtter 723 .. 24 0.033 . J.7 . 3.3 14.6, 3.43 0.S5 . 2.5 1.4 1.4 4.8··
(A vg flow depth::;: . 0.4.7 f1. A~g flo w Wiot. 8,.5 f1.), , ~-------------------------------"---_ .. _-------_ .. --------,-. -_ .. _-------
- - -.. _' ---,-.. - - - - -'----'-' 02-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1602 Frequency 100 yrs. DSND by: DRU
File Name.: , U23MOD-2. WQ 1 P6= 2.6 CHKD by: MFC
From To Type of L H Pipe Slope Velocity , Tc Revised Intensity C A CA Sum TotaiQ.
Node Node Tra,vel (ft) (ft) Dia(in) (ftlft) (ftls) (min) , Tc (in/hr) (ac) Ca (erfs)
, ,
SUBBASIN A6 I
Urban Overland 160 1.6 0.010 12.5 12.5 3.79 0.55 1.2 0.7 0.7
'Glltter 450 8.37 0.019 2.7, 2.8 15.3 3.33 0.55 1.7 0.7 0.7 2.3,
(Avg flow depth = ' 0.23 ft. Avg Flo wWidt 6.5 ft.)
,-.
,
SUBBASIN A7 -
Urban Overland ' 140 ' 1.4 ' 0.010 ' 11.7 11.7 3.96 . 0.55 1.9 1 1
Gutter 718 36 ,0.050 4.3 2.8 14.5 3.45 0.55 1.9 1 1 3.5
.. (Avg flow depth = 'O.2~ ft. Avg Flo wWidt 9.5 ft.)
"
, SUBBASIN A8 1 , Urban Overland 135 1.35 0.010 11.5, 11.5 ' 4 0.55 0.5 0.3 ' 0.3
\. , Gutter , 295 15.64 0.953 4. 1.2 12,7 3.75, ,0.55 0.5 0,3' 0.3 1.1
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... (A vg flow depth = ' 0.16 ft. Avg Flo wWidt 3 ft.)
:
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SUBBASIN A9
"
, ' Urban Qverland 120 1.2 0.0~Q 10.8 10.8 " 4.17 ' 0.55 '2.4 1.3 ,. 1.3
Gutter 402.2 15.6 0.039 4 1.7 12.5 3.79 0.55 2.4 1.3 1.3 4.9
,(Avg flOW geptll,= 0.26' ft. 'Avg FlO wWidt 8 :ft.) , . ,
-. --. - - - - - - - - -.--,-- - - -~
01-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1424.2 Frequency 100 yrs. DSND by: JCG\DU
File Name: U23-MOD.WQl P6= 2 .. 6 CHKDby: DM
From To Type of L H . Pipe Slope Velocity Tc Revised Intensity C A CA Sum .TotalQ
Node Node Travel (ft) , (ft) Dia(in) (ftlft) (ftls) '(min) Tc (in/hr) . (ac) Ca (cfs)
SUBBASIN HI
Urban Overland ' 18.5 0~37 0.020 1.2 1.2 17.2 0.9 :0.7 0.6 0.6
Gutter 1020 56 . 0.055 5.1 3.3 4.5 7.33 0.9 0.7 0.6 0.6 4.4
:(Avg flQw depth= 0.3 ft. A,vg Flo wWidt 10.0 ft.)
!
SUBBASIN B2
Urban Overland 130 1.3 0.~01O 11.3 11.3 4.05 0.55 4.12 2.3 2.3
Gutter 860 27.66 0.032 . 4,.0 3 .. 6' 14:9 :3.39 .0.55 4.12 , 2.~ 2,3 7.8
(Avg flow depth= 0.31 ft. Avg Flo w Widt: 10.5 ft.)
SUBBASIN B3 , , , 'Vrban Overland 130 . 1.3 0~01O 11.3 ,. .~ 11.3" 4.05 0.~5 3.73 2.1 2.1 .'
\. , Gutter 890 ,+7.78· 0.031 ' 3.9 3.8 15.1 3.36 0.55 '3.73 2.1 2.1 7.'1
.... (Avg flow depth = 0.3 ·ft. Avg Flo wWidt 10 .. 0 it.) ,
, .
. SUBBASIN :B4
Urban Overland 130 ,1.-3 . ,0.010 11.3 . 11.3 4:0~ . 0.55 3.94 2.2. 2.2
Gutter 878 28.69 0.033 4.0 3.7 l5 3.37 . 0.55 . 3.94 • 2;2 2.2 ' 7.4 .' ..
, (Ayg fl5>~depth::;: .0.31 ft~_~~__ ___ l\yg,Flo wWidt lQ.~. Jt.)
.".
- - ----- - - - - - - - - ---'-- - -OJ-May-2000 DETAILED DRAINAGE CALCULATIONS -Proj .Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1424.2 Frequency 100 yrs. DSND by: JCG\DU
File Name: U23-MOD.WQl-P6= 2.6 CHKD by: DM
Frqm .To Type of L H Pipe Slope Velocity Tc -Revised Intensity C A CA Sum Total Q
, -[Node Node Travel (ft) (ft) Dia(in) (ftlft) _ (ftls) (min) Tc (in/hr) (ae) Ca (cfs)
I SUBBASIN B5
I Urban Overland 130 1.3, 0.010-11.3 11.3 4.05 0.55 2.36 1.3 1.3 '
Gutter 767 27.17 0.035 3.8 3.4 14.7 3.42 0.55 2.3Q 1.3 1.3 4.4
(Avg flow depth = 0~26 ft. Avg Flo w Wicit 8~0 ft.)
. ,
.sUBBASIN 1;36
Urban Overland 130 1.3 0.010 11.3 11.3 4.05 0.55 4.1 2.3 2.3
: Gutter 845' 15.5 0.018 3.2 4.4 15.7 3.27 -0.55, 4.1 2.3 2.3 7.5
-(Avg flow depth= 0.34 ft. Avg Flo wWidt 12· ft.)
SUBBASIN B7 , Urban Overlat1d 110-, 1~1 ·0.010 10.4 ' 10.4 4.27 O.5S 2.8-1.5 1.5 '.
'." " Gutter SS3 15.S 0.018 3 4.7 15.t 3.36 . 0.55 2.8 1.5 1.5 5
...• (Avg flow depth = 0.3 ft. Avg Flo wWidt 10 ft.)
SUBl3ASIN , B8
l) rban Oyerland 36 _ 0.72 0.020 2.5 2.5 10.71 0.81 0.2 0.2 0.2
Gutter 160 4.88 0.031 3.2 . 0~8 3.3 8.9q 0.81 0.2 -0.2 ' 0.2 1.8
(A vg flow depth= 0.2 ft. Avg FJo w Widt. 5 ' ft.) L-' __ . . -
; --.. ---- --... ---- - - --- -01-May-2000 DETAILEb DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1:424.2 Frequency 100 yrs. DSND by: JCG\DU
File Name: U23-MOD.WQl P6= 2.6 CHKD by: DM
From To Type of L H Pipe Slope Velocity Tc Revised Intensity C A· . CA Sum t Total Q
Node Node Travel (ft) . . (ft) Dia(in) (ftlft) (ft/s) (min) Tc (in/hr) . «lc) Ca (cfs)
SUBBASIN B9
. Urban Overland 130 1.3 0.010 11.3 . 11.3 4.05· 0.55 3.22 1.8 1.8
-,
Gutter 782 38.63 0.049 4.6 2.8 14.1 3.~1 0.55 3.22 1.8 1.8 6.3
.(Avg flow depth= .0.27, ft. ,A,vg Flo w Widt 8,5 ft.)
SUBBASIN BlO
U rbaJ1 Overland 1 1 ~O 1.3 0.010 11.3 11.3 4.05 I 0.55 12.25 r 1.2 1.2
Gutter I 71.4 40.03 ,0.,056 " 4 .. 6 I 2.,6 13.9 3.54 10.~5 12.25 I 1.2 1.2, 4.2
,(Avg flow depth = I 0.24 1ft. Avg Flolw Widt 7 1ft.)
., SUBBASIN I B11
Urban Overland . I..' 100 . 1 II 0.010 9.91 9.9' 4.41 I· 0.55 I 3.5 I 1.9 I 1.9
5.8
, -
'.. 2.5 I 7.5 I 17.4 ' Gutter I 1124 12 I I 0.011 3.06 I 0.55 I 3.5 I ·1.9 I 1.9
...• (A vg flow depth -::-1 0.35 I ft. A vg flol w Widt 12.51 ft.)
SUBBASiN I BI2
Urban Overland 50 25 0.500 1.9 1,9112.791 0.551 4.2 I 1.2 I 1.2
~Gutter I 1118 12 II 0.011 . 2.9 I 6.4 ~.3 4.94 I 0.55 I 2.2 l 1.2. I 1.2 5.9
,(Avg flow depth = I 0.42 1ft. A vg Flolw Widt 16 I ft.)
- - - - -_.-- - - - -.-- -'-- - -
Ol-May-2000 DETAILED DRAINAGE CALCULATIONS I
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND .3
Proj. Num: 1424.2 Frequency 100 yrs. DSND by: JCG\DU
File Name:. U~3-M9b.wQl. P6= 2.6 CHKD by:' DM
From To Type of L H . Pipe Slope Velocity Tc Revised. Intensity C A CA Sum Total Q
,Node Node Travel (ft) (ft) Dia(in) (ftlft) . (ftls) (min) Tc (in/hr) (ac) Ca (cfs)
SUBBASIN B9-Bll
Flood Route B9 and Bll 14.1 3.51 11
SUBBASIN BIO-B12
Flood Route BlO and B12 8.3 4.94 ' ,8.4
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SECTIONS
FLOOD ROUTING CALCULATIONS
The storn1 drainpipes for the proposed systems were designed based on Manning's equation:
where
Q = (1.486/n) x A x r2/3 x s1l2,
n = Roughness Goefficient,
A = Cross-sectional area of flow,
r :::; Hydraulic radins, and
s = Slope of culvert.
5.1 Flood Routing Method
The Modified Rational Method was utilized to calculate peak storm water flows and route the
. calculated flows through the drainage system.
When two major basins-combine at a junction point, the smaller of the flows has been decr~ased
by using the Modified Rational Method. This procedure accounts for the differing times of
concentration for the flows upstream of the junction point. The smaller Q is reduced by either the
ratio of the intensities or the ratio of the times of concentration;. according to the following
procedure:
• Let Q, T, and I correspond to the tributary with the largest discharge.
• Let q, t, and i porrespond to the tributary with the smallest discharge.
• Let Q and T correspond to the peak discharge and the time of concentration
when peak flow occurs.
REP/1602DRJ.DOC 19
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If T > t, the peak discharge is corrected by the ratio ofthe intensities:
Q == Q+q(/Ii} and T=T.
If T < t, the peak discharge is corrected by the ratio of the times of concentration:
Q=Q+q(Tlt) and T:::;T.
5.2 Pipe Flow
Travel time has been considered between the nodes of the flood-rQuted system. Travel time is '
calculatyd by using the following formula:
Travel Time = LI(V x 60),
where
L :::; Pipe length (feet) and
V = Velocity of flow in pipe (ft/sec).
5.3 Flood Routing Tables
A flood routing table for each pipe system has been prepared, using a hydrology program which
consists of a system of macros developed within the Qua,ttroPro softWare. Printouts for each pipe,
system for the postdeveloped conditi6nhave been included in Table 3.
REPI1602DR3.DOC 20
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I Table 3. Postdevelopment Flood Routing Calculations
I Flood Routing for 100-Year/6-Hour Stonn
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I REP/1602DR3.DOC 21
--. ---. -... --. - -,--.-. - - - - - -
02-May-2000 DETAILED DRAINAGE CALCULATIONS
·Proj.Name: SHELLEY PROPERTY -UNITS 2 AND :3
Proj. Num: 1602 Frequency 100 yrs. DSND by: DRU
File Name: U23MOD-l.WQI P6= 2.6 CHKD by: MFC
.From To Type of L H Pipe . Slope Velocity Tc Revised Intensity t A CA Sum. Total Q,
Node :Node Travel {ft) (ft) . Di~(in) (ft/ft) (fUs) (min) Tc (in/hr) Cac) Ca (cfs)
Node to Node ·lA SA
Input Flow Tc= 10.3 4.3 4.S
lA 2A Pipe Flow 191.4 7.1 18 0.037 9.2 0.3 10.6 4.2~ 0 0 4.5
Did Calculated= .0..32 ,
2A 3A Pipe Flow 63.9 1.4 18 0.022 7.6 0.1 10.7 4.19 . 0 0 4.5
Diet Calculated= .0.37
3A 4A Pipe Flow 208.7 8.3 18 0.040 . 9.5 0.4 11.1 4.1 : 0 0 4 .. 5
Did Calculated = 0.31 .
4A 5A Pipe FI()w 157.5 8.3 18 n.053 10.5 0.3 : 11.4 4.03 0 0 4.S
Did Calculated= 0.29 -
Node to Node SA2 SA ,
Input Flow Tc= 14~.6 3.43 4.8
. SA2 \SA Pipe J"low 5~25 O.T 18 0.139 15.0 O· 14.6 3.43 0 0 4.8
...• Did Calculated= 0.24 .-
-
Node to Node ~Al 5A
Input Flow Tc= .. 14.8 3.4 ·9.S
SAl SA . Pipe Flow .. '31.2~: 0.3 18 0.010 6.7 . 0.1 14.9· 3.39 . 0 O. 9.S . .
Did Calculated = 0.74 .
--------~----------02-May-2000 DETAILED DRAINAGE CALCULATIONS
Ptoj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1602 Frequency 100 yrs. DSND by:. DRU
File Name: U23MOO-I.WQI P6= 2.6 CI-{KD by: MFC
From To Type of L H . Pipe Slope Velocity Tc Revised , Intensity C A CA ' . Sum TotalQ
,Node Node Travel (ft) Cft) Dia(in) (ftlft) (ftls) (min) Tc (in/hr) (ac) Ca , . (cfs)
Node to Node JA 5A2
Flood Route lA 5A and 5A25A 14.6 3.4;3 . 8.6
Node to Node SA 7A' ,
Flood Route' '5A1 5A . and . 1A 5A2 14.9 3.39 18
5A 6A Pipe Flow 64.4 1.4 24 0.021 10.7 0.1 15 3.37 . 0 0 18
. Did Calculated= 0.~3
6A 7A Pipe Flow . 95.53' 3.8, 24 0.040 l3.6 0.1 ' 15.1 . J.36 0, 0 18
: Did Calculated= . 0.44
Node to Node 7A17A "
Input Flow Tc= 12.5 3!79 . 2 .. 3
7Al \.7A Pipe Flow 31.25 2.8 18 . 0.088 10.3 0.1 12.6 3.77 0 0 2.3
" D/q Calculat~= O.l8
Node to Node 7A27A
'InJ!)ut Flow ., Tc= 14·7· 3.49. 2.8
,7A2 7A Pipe Flow 5.25 1.6 18 • 0'.300 : 16.8 '0 " 14.2 3.49, 0 ' ,0 2.8
--. Did CalcuJate~t __ O:.1?-'-. -~-----"-----~-----
- - ----- - -.-- ---.------~-------
02-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj .Name: . SHELLEY 'PROPERTY -UNITS 2 AND 3
Proj. Num: 1602 Freql!ency 100 yrs. DSND by: DRU
.-File Name: U23MOD-l.WQl P6= 2.6 CHKD by: MFC
From To Type' of L H Pipe Slope Velocity Tc Revised . Intensity C A CA Sum TotalQ
Node Node Travel (ft) (ft) Dia(in) (ftlft) (ft/s) (min) Tc (in/hr) . (ac) Ca (cfs)
Node to Node 6A 7Al .' .
and-. .
Flood Route SA 7A 7A1 7A 15.1 3.36 . 20
Node to Node 7A 9A
'Flood Route 7A27A . and 6A 7A1 15.1 3.36 22.7
17A 8A Pipe Flow . 154.8 6.2 24 0.040 14.4 Q.2 . 15.3 3.33 0 0 22.7
Did Calculated = 0.5
i8A 9A Pipe Flow 198.2 8.7 24 0.044 14~9' . 0.2 ' 15.5 ' 3.3· 0 0 22.7
Did Calculated= 0.49·
-
Node to Node 9A19A
Input Flow Tc;:: 12.7 3.75 1.1
9A1 ' 9A Pipe Flow 31.25 0.3 18 . 0.010 • 3 .. 9 0.1 12.8 ~.74 O. 0 1.1
" PI d C~lcul4ted = 0.22
" .
Node to Node 9A llA .',
"flood Route 7A 9A .. and 91\1 9A , 15 .. 5 . ~.3 23.7 . -
.9A 9A2 .Pipe Flow 5.25 . 1 24 0.185 25.6 0 15.5 3.3 0 '. 0 ' 23.7
Did Calculated= 0~34 "
9A2 lOA Pipe flow 150.6 lOA 24 Q.0~9 17.8 0,1 15.6 3.29 0.55 2.4 1.3 1.3 28
Did Calculated'::: . 0.44',
lOA llA 'Pipe Flow 9.8 0.4 24 0.037 14.7 0 15.6 3.29 0 1.3 28 ..
. Did CaIcu14te(\":"· . O~59 .
"----L ________ ----------
-, -,-- - - ----- --, - - - - - -
02-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY UNITS 2 AND 3
Ptoj. Num: 1602 Frequency 100 yrs. DSND by: DRU
File'Name: U23MOD-3.WQl P6:::;: 2.6 CHKD by: . MFC
From To Type of L H Pipe . Slope Velocity Tc Revised -Intensity C A CA Sum TotalQ
Node Node Travel (ft) (ft) Dia(in) (ftlft) , . (ftls) , (min) Tc (in/hr) (ac) Ca (cfs)
Node to Node 1Bl 1B
,Input Flow Tc= 15.1 3.36 7.1
1B1 1B :Pipe Flow 5.25 1.1 18 0.200 19.2 0 15.1 3.36 0 0 7.1
Did Calculated= '·0.26
Nodelo Node 1B2 IB ,
Input Flow . , Tc::::; ~4·9 . 3.39 7.8
1B2 1B . Pipe Flow 32.31 0.3 18 0.010 . 6.5 0.) 15 3.37 0 0 7.8
Did Calculated::;: 0.64
Node to Node 1B 213
Flood Route . 1B1 1B and IB2 1B -, 15 3.37 14.9
1B \2B Pipe Flow 84.52 1.6 24 Q.019 9.9 0.1 15.1 _~36 Q 0 14.9
Did Calculated= OA8 I
. '
Node to Node 3B 2B '.
Inptlt -Flow' To= 4.5 7.33 4.4
.JB 4B pipe ;Flow 43.76 5.9 18 0.135 14!~ 0.1 4.6 7,23 .. 0 0 4.4 . , , . ....
Did Calculated= 0.23 -
4B 2B " . Pipe Flow )97.2 ' 5.9 18 0.030 8.5 0.4 ' '5 6.85 ' 0 '0 4.4
--------
Did Calculated;::; ~-,( --,--'------' .. -L-Q • .3,3 --------
- - ------,-- - - ----'-- -
---
02-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY UN1TS 2 AND 3
Proj. Num: 1602 Frequency 100 yrs. DSND by: DRU
File Name: U23MQD-3.WQI P6= 2.6 CI-I:KD by: MfC
From To Type of L H Pipe . Slope Velocity Tc Revised Intensity C A CA Sum Total Q
!Node Node Travel (ft) (ft) Dia(in) (ftlft) (ftls) (min) Tc (in/hr) (ac) Ca (cfs)
iNode to Node 2B 7B
iFlood Route 1B ,2B and 3B 2B 15.1 3.36 I 17.1 I
2B 5B Pipe Flow 230.3 2.6 24 0.011 8.3 0.5 15.6 3.29 0 0 17.1 I
Did Calculated= 0.62 I
5B 6B Pipe Flow 230.3 4.3 24 0.019 10.1 ' 0.4 16 3.24 0 0 17.1
Did Calculated= 0.53
6B 7B Pipe Flow 278.8 17 24 0.061 15.6 0.3 16.3 3.2 0 0 17.1
Did Calculated= 0.38
Node to Node 7Bl 7B
Input Flow Tc= 14.7 ' 3.42 4.4
7Bl 7B Pipe Flow 37.94 0.4 18 0.010 5.7 0.1 14.8 ' j.4 0 0 4.4
, . Did 'Calculated = 0.45
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Node to Node 7B27B
Input Flow Tc= 15 3.37 7.4 ,
7H2 7B Pipe Flow 5.25 0.8 18 0.158 17.8 0 15 3.37 0 0 7.4
, ' , Did Calculated= , ,0.2~ : .. " ,
; ,.
, ,-"
, .
• Node t<;> N<;>de ~B 7B1 ,
.f.loodr{out¢ 287B , 7;el 713 " " "
and , ' I ~6.~ 3!2 21.2
---~~----------------------
02-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Namel . SHELLEY PROPERTY UNITS 2 AND 3
Proj. Num: 1602 Frequency 100 yrs. DSND by: DRU
File Name: U23MOD-3 .. WQI P6= 2.6 CHKD by: MFC
Fro.m To. Type o.f L H Pipe Slo.pe' Velo.city Tc 'Revised Intensity C A CA Sum To.talQ
No.de ' No.de Travel (ft) (ft) Dia(in) , (ftlft) . (ftls) (min) Tc (in/hr) (ac) Ca (cfs)
No.de to. No.de 7B 9B ..
Flo.od Route '2B 7B1 and 71327B 16.3 3.~ 28,2
7B 8B Pipe FIo.W 132.2 8.6 24 0.065 18.3 0.1 16.4 3.18 O· 0 28.2
Did Calculated= 0.49 .. " 8B 9B Pipe FIo.W 190.3 ' 11.5 24 0.061. 17.8 0.2 16.6 3'.16 0 0 28.2
Did Calculated= 0.5
No.de to. No.de lOB 9B
Inp\lt ,FIo.w, Tc= 3.~' , 8.96 1.8
lOB 9B , Pipe FIo.W 69.7 3.8 18 0.055 8.1 0.1 3.4 8.79 0 0 1.8
Did Calculated= 0.18
,
Nod~,.to. NQde
,.
11B1 lIB
Input '\ , Flo.W TC;= 15.1 3.36' . ~'
11B1 lIB, Pip~ Flow 5.25 ~.2 ' 18 0.229 18,1 0 15.1 3.36 0 0 5
Did Calculated= 0.21
, .
No.de to. No.de '11B2 11B
.Input, FIo.w' ,Tc= 1~.7 3.27 7.5
11B2 11B Pipe Flow 31.25 0.6 18 0.020 8.4 0.1 15.8 3..26 0 0 7.5 , ,
Did Calculated = 0.5 l _____ ~ _________ ------'-------
----------~--------~----.--
02-May-2000 DETAILED pRAINAGB CALCULATIONS
Proj.Name: SHELLEY-PROPERTY UNITS 2 AND 3
:Proj. Num: 1602 Frequency 100 yrs. DSND by: DRU
i File Name: U23MOD-3.WQl P6= 2.6 CHKDby:, ,MFC
From To Type of L H • Pipe Slope Velocity Tc Revised Intensity C A CA Sum Total Q
Node Node Travel Cft) (ft) Dia(in) , (ftlft) , (ft/s) (min) Tc (in/hr) (ac) Ca (cfs)
'Node to Node 11B 9B
FlOOd Route 'UBI lIB ' and 11B2 11B 15.8 3.26 12.4
lIB 9B. ' Pip~ Flow 75.18 1.5 18 Q.020 9.4, 0.1 15.9 3.25 0 0 12.4
, Did Calculated= 0.7 I
I
Node to Node 7B JOB
Flood Route 7B. 9B 'and lOB 9B 16.6 3.16 28.8
Node to Node 9B 13B :
Flood Route 7B lOB ,and lIB 9B 16.6 3.16 40.9
9B 12B :Pipe Flow 16J 9.4 , 30 ,0.058 19.2 0.1 16.7 , 3.15 • 0 0 40.9 , 'Old Calculated= 0.45 "
1213 '..1313 Pipe Flow 161 9.4 30 0.058 19.2 0.1 16.8 3.1,3 0 0 '40.9
" DId Calculated= 0.45
, ,
"
Node to Node 14'B1 14B
Input Flow Tc:::::: 8.3 4.94 8.4
14Bl 14B pipe Flow 31.25 O~3 • 18 ,0.010 6.6, 0~1 ~.4 4:9 ' 0 0 8.4
, '
DIe! Calcul~te4= 0.68
-------------------OZ--May-2000 PETAlLED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY UNITS 2 AND 3
Proj. Num: .' 1602 Frequency 100 yrs. DSND by: DRU
File Name: U23MOD-3.WQl P6= 2.6 GHKD by: MFC
iFrom To Type of L H Pipe Slope Velocity Te Revised. Intensity C A CA Sum TotalQ
Node Node, Travel (ft) (ft) Dia(in) (ftlft) (ftls) (min) . Te (in/hr) (ae) Ca (cfs)
Node to Node . 14B2 14B
Input Flow Te= 14 .. 1 3.51 14.1
14B2 .l4B . Pipe Flow 5.25 0.3 ' 18 0.061 15 o· 14.1 3.~1 ' 0 () 14.1
Did Caleul(j.ted= 0.53
Node to Node 14B 13B
.Flood Route 14Bl 14B arid 14B2 14B 14.1 3.51 20.1
14B 1313 ,Pipe Flow '126,: 1.3 " 24 ' 0;010 ' .8~ 1 0.3 14.4 3.46 0 0 20.1
,: Did Caleulated= '0.73· -
Node to Node 13B 16B
FlOod Route 14B 13B and 9B 13B 16.& 3.13 59.1
\ . 13B \.15B "Pipe Flow 139.8 1.9 36 0.014 . l2.1 O~2 17 ~.11 0 0 59.1
" Old: C~elliated= 0.65 , '.
15B 16B-Pipe Flow 31.77 0.8 36 . 0.02~ 15.4 . 0 17 3.11 0 0 59.1
Did CaleulCJ,ted= 0.53 ~------.. -----_. -
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SECTION 6
INLET AND OUTLET DESIGN
6.1 Curb lnlet at Continuous Grade
Use the results of surface runoff ca:lculat~ons (100-year/6-hour storm) to determine the length of
curb inlet.
Formula:
Q = Q.7L(A + Y)3/2
from the City bfSan Diego Drainage Design Manual, Chart 1-103.6A (refer to Appendix A-5).
6.2 Curb Inlet at Sag
From the City of San Diego Drainage Design Manual, Nomogram Chart 1-103.6C (r~fer to
Appendix A-6):
Assume _
Therefore,
H = 0.73 foot (measured from. bottom of the opening
to 0.1 foot below top of curb) and
h =0.50 foot (height of the opening of cUrb inlet).
Hlh = 0.73 foot/O.5 foot = 1.46.
QIL = 1.5 CFS/foot.
The City of Carl$bad allows the use of 1.7 CFS/foot for curb inlet design.
Use the results of surface ninoff calculations (100-year/6-hour storm) to determine the lel1gth of
curb inlet.
REPI1602DR3.DOC 30
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6.3 F Type C~tch Basin
The maximum allowable flow rate is determined using the orifice flow equation, as folloWs:
where
Therefore,
C = Coefficient of discharge (0.74) from Table 4,.9,
King's Handbook of Hydraulics;
A = Area of clean opening (3 feet x 0.65 foot :;::
1.95 ft2 per opening);
g = Gravitational acceleration (32.2 ft/sec2); and . ,
h = Allowable h~ight of ponded water (1.0 foot).
Qmax = (0.74)1.95--/(2)(32.2)(1) = 11.5 CFS per opening.
The required nllmber of openings for
Basin A9 and All is 1. (QJOO =2.3 CFS)
REP/1602DR3.DOC 31
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I Table 4. Iitlet Location Table
I Basin Name Street Name Street Station
I ~ Corte Del Cruce 1+54.95 (S)
As Corte Del Cruce 1+54.95 (N)
I A6 A venida La Cima 16+77.33 (E)
,I A7 A venida La Cima 16+77.33 (W)
A8 Avenida La Cima 16+77.33 (E)
I A9 A venida Dei Alba 20+13.78 (S)
I B9 and BlI A venida Del Alba 31+34.82 (N)
BLO and Bl2 A venida Del Alba 31 +34.82 (S)
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I REP/1602DR3.DOC 32
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Table 5. InletSizing Calculations
..
Design Street Flow Flow
Basin . Velocity Q +Bypass Slope* Depth Name (CFS) (%) (Feet) V
. (ft/Sec)
~ 9.5 3.38 0.31 4.7
As 4.8 3.38 0.31 4.7
A6 2.3+3.Q1 +6.64=11.95 1.96 0.40 3.85
A1 2.8 3.14 0.28 3.2
As 1.1 5.3 0.28 4.4
A9 4.9+3.22=8.12 4.65 . 0.35 5.4
B9 & Bl1 6.3+5·.8+0.27=12.37 . Sump QIL= 1. 5 -
BlO& BI2 4.2+5.9=10.1 Sump QIL= 1. 5 -
*Use average street slope.
REP/1602DR3.DOC 33
Opening Total ~ypass
Length Length Q
(Feet) (Feet) (CFS)
8 9 6.64
5 6 3.01
20 21 3.22
9 10 -
4 5 -
20 21 Q.27
..
9 10 '"
7 8 .,.
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SECTION 7
BROW DITCH CAPACITY CALCULATIONS
Brow ditches in the south portion of the development are to collect overland storm water from
the slope, and carry it into an underground drainage system or detention basin.
The brow ditch design is based on City of San Diego Standard Drawing D-75, Type B (refer to
Drawing 380-1).
7.1 Capacity of Brow Ditches
Ditch Width = 2 feet. Maximum Depth = 1.5 feet. Slope = 1.0%.
Maximum Capacity:
From King's Handbook, Table 7-14:
where
Q = (1<' In)d 8/3 S1/2, .
D . = Depth of water = 1.5 feet (when carrying Qmax),
d = Diameter of channel = 3 feet,
S = 0.01,
Did = 0.5,
K' = 0.232, and
n = 0.013.
Q = (0.232/0.013)(2)8/3(0.01)1/2 = 11.3 CFS.
The discharges collected by the brow ditch in Basin ~9 and All. Qp = 2. 3 CFS, which is less
than 11.3 CFS. Therefore, the brow ditch size is appropriate.
REP/1602DR3.DOC 34
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I SECTIONS
I WSPG COMPUTATIONS
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I REP/1602DR3.DOC 35
SHELLE'Y PROPERTY UNIT 3
LINE A
10 2+73.79
. .IE)32.60 R:
11 . 2+74.79 .
IE 132.80 TS
t' 2+:75.79
'2/E '132.01 JX l I
SCALE: 1 "==:60'
~Z----' -41.-~-
LINE A-,..1
1) 1+00.00,
1£ 12Q; 1,5 SO o 1+09.80
2 IE 120:51 R
' 1+10.80 o IE 120.59-TS
o 1 +.f2.BO .~
. IE 120:76R
! I , !,1
ii 1 j
I
1 '1 I I I
13 2+]6.79.
IE 133.2? R
o 1+13.80
.. IE 120.84 TS
" ,
. ~-
"
'"
5+56.53 "-"-
14) 2+77.79
iE'133.43 TS
15) 3+09.04 .
IE 133.75 R
3+10.04 "
16) IE 133.83 sH
\
\'
\
LINE A-6
0=2.B cfs
1+06.25
3. IE 149.91 SH
. 21 1+05.25
IE 149.83 R
'0=1.1 (:fs \
\
i 4+61.00 @ \
lIE 147.76 TS \
4+60.00 ® \
] If 147.68 R \
4+59.00 @ \
IE 147.59 JX 10 \
4+58.00 (9'
IE 147.51 TS
\
'It 151.59 R '-'-1+00.00
&=29'16' " CD IE 148.26 SO
'\ ................. "-
\
4+57.00 0 /
, IE 147.43 R ~ .--/ -"'-"-
'-'-~~
"" \
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~
AVENIDA
./ Q=2':-3~ts-_ -:-'_ I -1+00.00
II <!) IE 148.26 SO
LINE A'-7
2) 1+31.25.
IE 149.88 R
1+3225
3)JE 149.96 SH
C\""~ /1 /
.// -------------:------
4+47.25 (7
IE 147.00 R
6=3"17'
LINE A-2
T: \£NGR\1424 \MG\ WSPG-EX\ WSPG~tvtG4.dwg 8/16/00 4: 12:31 pm PST
/
2'164.54
\ iE; 131.JOR ( 6
I ,
2+65.54
IE'131.38 ts,7
I
2+67.54 U
IE 131.65 R 8
,
2+68.54
IE 131.63 TS' 9
1+00.00 --. , 1· IE 132.93 SO
1+63.24
IE 134.96 R 12
6=17"16'
2+98.24. (J
IE 140.90 R
2+99.24 ( ,
IE 140.98 TS 4.
3+01.24
IE 141.15 R ,5
3+02.24
IE 141.23 TS' 6
~ ,
""{
{
\]
I~ATE'
TIME,
I
CF,F.D
I CODE
CD
I CD
CD
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5/ 5/2000
10,10
SECT CHN
NO TYPE
1 4
2 4
3 3
NO OF AVE PIER
PIERS WIDTH
a 0.00
FO?15P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1
HEIGHT 1 BASE ZL ZR INV Y(l} Y(2) Y(3} Y(4} Y(5} Y(6} Y(7} Y'(R} Y(9} Y(lO}
DIAMETER WIDTH DROP
1.50
2~00
10-.00 4.09 0.00 0.00 0.00
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I HEADING LIrm NO I IS -
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HEADING LINE NO 2 IS -
HEADING LINE NO 3 IS -
PAGE NO 3
WATER SURFACE PROFILE -TITLE CARD LISTING
SHELLEY PROPERTY UNITS 2 AND 3 (MASS GRADING)
STORM DRAIN LINE Al
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ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
1 IS A SYSTEM OUTLET
U/S DATA STATION
100.00
* *
INVERT SEcT
120.15 2
2 IS A REACH
U/S DATA
* * *
STATION INVERT SECT
109.80 120.51 2
3 IS A TRANSITION *
U/S DATA STATION
110.80
4 IS A R:EACH
U/S DATA
*
STATION
* *
INVERT SECT
120.59 3
INVERT SECT
112.80 120.76 3
N
0.013
N
0.013
N
o.on
WARNING _ ADJACENT SECTIONS ARE NOT IDENTICAL -SEE SECTION NUMBERS AND CHANNEL DEFINITIONS
ELEMENT NO
ELEMENT NO
ELEMENT NO
5 IS A REACH
u/s DATA
6 IS A REACH
U/S DATA
7 IS A TRANSITION
U/S DATA
* * *
STATION INVERT SECT
11~.80 120~84 2
*
STATION
264.54
STATION
265.-5"4
*
INVERT SECT
13L30 2
*
INVERT SECT
131.38 3
*
*
N
0.013
N
0.013
N
0.013
W S ELEV
·0.00
PAGE .NO 2
RADIUS ANGLE J\NG PT MAN H
0 .. 00 0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
RAPIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0_00 0.00 0
.1 ELEMENT NO 8 IS A REACH
u/s DATA STATION
* *
INVERT SECT N'
O.op
RADIUS ANGLE ANG PT MAN H
I
I
I
I
I
I
I
I
267.!?4 131. 55 3
ELEMENT NO 9 IS A TRANSITION
U!S DATA
ELEMENT NO 10 IS A REAcH
U!S DATA
STATION
268.54
*
STATION
273.79
ELEMENT NO 11 IS A TRANSITION *
ELEMENT NO
u/s DATA STATION
274.79
12 IS A JUNCTION
U/S DATA
*
STATION
275.79
*
INVERT SECT
131. 63 2
INVERT SEct
132.60 .2
*
*
* *
INVERT SECT
132.80 3
* * *
INVERT SECT LAT-1 LAT-2
132. 01 3 2 ' 0
N
0.013
N
0.,013
N
0.013
N
0.013
*
Q3
22.6
Q4
0.0
0.00 0.00 0.00 o
RADIUS ANGDE, ANG PT MAN H
0'.00 0.00 0.00 0
*
INVERT-3 INVERT-4 PHI 3 PHI 4
0.,00 151. 92 0.00 90,.00
THE'ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE ,PREVIOUS INVERT ELEV -WARNING·
THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING
!':r
I
I ELEMENT NO
I
ELEMENT NO
I
I ELEMENT NO
I ELEMENT NO
F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
13 IS A REACH * * *
U/S DATA STATION INVERT SECT
276.79 133.22 3
14 IS A TRANSITION * * *
U/s DATA STATION INVERT SECT
277.79 ·133.43 1
15 IS A REACH * * *
U/s PATA STATION INVERT SECT
309.04 133.75 1
16 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
310.04 133.83 1
N
0.013
N
0.013
N
0.013
*
W S ELEV
0.00
PAGE NO
RADIUS ANGLE ,ANG PT MAN H
0 .. 00 0.00 0.00 o
RADI,US ANGLE ANG. PT MAN H
0.00 0.00 0.00 o
I NO EDiT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
** WARNING NO.2 ** -WATE~ SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN IIDwKbs, W.S.·ELEV INV + .DC
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F0515P II LICENSEE: project Design Consuitants
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 (MASS GRADING)
II
I STATION
L,tELEM
STORM DRAIN LINE Al
1602.00
INVERT DEPTH
ELEV OF FLOW
SO
W.S.
ELEV
Q VEL
SF AVE
ENERGY
GRD.EL.
HF
SUPER CRITICAL
ELEV DEPTH
NORM DEPTR
HGT/
DIA
BASE!
ID NO.
PAGE 1
ZL NO AVBPR
PIER'
ZR I ***~*******************************************~********************************************************************~~*************
0.00
I ,100.00 120.15
2.21 0.03673
1.386 121. 536, 23.7 10.20 1. 615
.015604
123.151
0.03
0.00 1.727
1.052
2.00 o 0.00 0.00
0.00
102.21 120.23 1.418 121. 649 23.7 9,.95 1.537 123.186 0.00 1. 727 2.00 0.60 0.,00 o 0.00,
3.33 0.03673 .014342 0.05 1.0!i2 0.00
I 105,.54 120.35 1.483 121. 837 23.7 9,48 1. 397123,. 23'4 0.00 1.727 2.00 0.00 0.00 o 0.00
2.35 0.03673 .012861 0.03.' 1. 052 0.00
I 107.89 120.44 1.554 121.994 23.7 9.05 1.271 123.265 0.00 1.727 2.00 0.00' 0.00 o 0.,00
I
109.30
1. 41 O. 0~673
120.49 1.634 122.126 23.7 0.00 1.727
1.Ci52
2.00
.011605
8.62 1.155
0.02
123.281
0.00
0.00 0.00 o 0.00
I 0.50 0.0:?673 .010570 0 .. 01 1.052, 0'.00
109.8,0 120.51 1. 727 122.237 23.7 8.22 :j..049 0.00 1..727 2.,00 ' 0.00 0.00 o 0.00
I TRANS STR 0.08000 .005204 0.01 0.,00
I llO.80 120.59
1. 41 0.08500
2.726 123.316 23.7 0.00 1.029
0.380
10.00 123.389
0.00
4.00 0,.00. ,0
0.00
2.17 0.073
.000318
0.00,
I' ll2.21 120.71 2.599 123.309 23.1 2.28 0.081 123.390 0.00 1. 029 10.00 4,,00 0.00 0.00
0.,59 0.08500 .000347 0.00 0.380 0.00
1 ll2 . .80 120.76 2.546 123.306 23.7 2.33 0.084 123.390 0.00 1.029 10.00 4.00 0.00 o 6.00
I 112.80 120.76
1.00 0.08000
0.882 121.'642 23.7 17.74 0.00 1. 727
0.840
2.00 126.528
,0.07
'0.00 0.00
0.00
4.886
.067803
o 0:00'
I 113.80 120.84 0.883 121.723 23.7 17.73 4.879 126.602 0.00 1. 727 2.00 0.0'0 0.00 o 0.00
69.43 6.06939 .0637 92 4.43 0.874 0'.00
I 183.23 125.66 0.913 126.571 23.7 16.9,4 4.456 131. 027 0.00 1. 727 2.00 0.00 0.00 o 0,.00
I
I
I LICENSEE: Project Design Consult~nts F0515P
I
I STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 (MASS GRADING)
STORM DRAIN LINE Al
1602.00
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY SUPER CRITICAL
GRD. EL . ELEV DEPTH
SO SF AVE HE NORM DEPTH
HGT!
DIA
BASEl
ID NO.
PAGE 2
ZL NO AvBPR
PIER
ZR I *** ** ** ~ * *_* '* * '* * * * * ** ** * '* * ** ** * * ** * ** * * * * * * * * * * * * * * * * * * * * *** ** * * * * ** * * * * * * **.* * * * * * * *** * * * *** * * *"!t *-* * '* * **"* ** ** *** * * * ** *'* * * * *** *** * *~ * *
I 28.30 Q.06939
211.53 127.62 0.948 128.570'
.056307
23.7 16.16 4.053
1.59
132.623 0.00 1. 727
0.874
,2.00 0.00 0.00
0.00
o 0.00
I 16.80 0.06939 .049540" ,0.83 0.874 0.:00
228.33 128.79 0.983 129.770 23.7 15.40 3.682 133.452 0.00' 1.727 2 .. 00 0.00 0.,00 o 0.00
I 11.51 0.06'939 .043605 0.50 0.874 0 .. 00
I 239,.84 129.59
8.57 0.06939
1. 021 1.30.607 23.7 14 .. 68 3.348
.038,420
133.955
0.33.
0.00 1..727
0.874
2.00 0'.00 0.90 o 0;00
0.00
I 248.41 130.18 L060 131.241 23.7 14.01 3.047 134.288 0.00 1. 727 2.00 0.00 0.00 o . 0,00
6.62 0.06939 .033880 0.22 0.874 0 .• 00
I 255 .. 63 130.64 1.102 131. 742 23.7 13'.35 2.768 134.510 0.00 1. 727 2.00 6.00 0.,00 o 0:00
I 5.28 0.06939
260.31 131. 01 1.145 132.151 23.7
.029905
12.73 2.516
0.16
134.667 0.00 1. 727
0.874
2.00
0.00
0.00 0.0.0 o 0" •. 00
I 4.23 0.06939 .026428 0 • .11 0.874 O. DO"
264.54 13:1..30 1,192 132.492 23.7 12.14 2.287 134.7"79 0.00 1.727 2.00 0.00 0.00 o 0.00
I TRANS STR 0.08000 .04'5728 0.05 0.00
265.54 131.38 I 2.00 0.08500
0.4:1.1 131.791 23,7 1:4.41 3.22-3" 135.014' 0.00
.066057 0.13,
1,029
0.380
10.00 4.00 0.'00
0.00
o 0.00
I 267.54 131. 55 0.414 131. 964 23.7 14.32 3.184 135.148 '0.00 10.00 4.00 9.00 o 0.00
TRANS STR 0.08000 .046"606 0.05 0.00
I 268.54 131. 63 1.150 132.780 23.7 12.67 2.494 135.274 0.00 1. 727 2.00 0.00 0.00 o 0.00
0.08 0.18476 0.00 0."670 0.00
I 268.62 131.65 1.1:53 132.798 23.7 12.63 2.476 135.274 o. QO. 1. 727 2.00' 0.00 0.,00 o '0 .. 00
I
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-II LICENSEE: project Design Consultants F051'5P
I
I STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 (MASS GRADING)
STORM DRAIN LINE A1
1602.00
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HE/ill
t;:NERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM,-DEPTH
HGT/ BA$E/
DIA ID NO'.
PAGE ,3
ZL NO AVBPR
PIER
ZR I *******************~*********************************************************************w***************~*************************
I 1.12 0.1'8476
269 :74 -131. 85
I 0.96 0.18476
270.70 132.03
I 0.-81 0.18476
I 271.51 132,18
0.68 0.18476
'I 272.19 132.30
0.56 0.18476
I 272.75 132.41
I 0.43 0.18476
273.18 132.49
I 0.33 0 .. 18476
273.51 132.55
I 0.20 0.18476
I 273.71 132.59
0.08 0.18476
I 273.79 132.60
TRANS STR 0.20000
I 274.79 132.80
I .JUNCT STR
275.79
-.79000
132.01
.1
I,
1.200 I33.052
1.249 133.279
1.302 133.481
1.358 133.662
1..418 133.825
1.483 133.971
1.554 134.102
1. 634 134.220
1.727 134.327
2.597 135.397
3.523 135.533
.025871 0.03
23.7 12.04 2.250 135·.302
.022899 0.02
23.7 11.48 2.045 135.3~4
.020302 0.02
·23.7 10.94 1.85g 135.340
.018037 0.01
23 .• 7 10·.44 1. 691 135.353
.016058 0.01
23.7 9.95 1.537 135.362
.014342 0.01
:p.7 9.48 1.397 135.368
.0];28,61 0.:00
23.7 9.05 1.271 135.373
.011605' 0.00
23.7 8.62 1.155 135.375
.. 010570 0.00
23.7 8.22 1. 049 135.376
.005224 0_.01
23.7 2.28 0.081 135.478
.000169 0.00
1.1 0.08 0.000 135.5'33
0.670 o~.oo
0.00 ;t.727· 2.00 0.00 0.00 o 0.00
0.670 0.00
0.00 L727 2.00 0.00 0.00 o 0.00
0.670 0.00
0.00 1:727 2.00 0 .. 00 0.00 o 0,·00
0.670 0.00
0.00 1. 727' 2.00 0.00 0.00 o 0.00
0.670 0.00
.0.'00 1.727 ?OO' 0.00 0.00 o 0.00
0.670 0.00
0.00 2.00 0.00 0.00 o p.OO
0.670 0.90
0.00 1. 727 2.00 '0.00 ,0.00 0 0.00
0.670 (Loo
0.00 1. 727 2'.00 0.00 ,0.00 o 0.00
0.670, 0.00
0.00 1. 727 0.00 0.00 o 0,,00
0.00
0.00 1.029 10.00 4.00' 0.·00-0 0.00
0.00
0.00 0.133 10.00 '4.00 '0.00 o 0.00
1-LICENSER: Project Design Consultants F0515P
I
1 STATION
L/ELEM
INVERT
ELEV
SO
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 (MASS GRADING)
STORM DRAIN LINE Al
1602.-00
DEPTH
OF FLOW
W.S.
ELEV
Q VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SUPER
ELEV
CRITICAL
-DEPTH
NORM DEPTH
HGT/
DIA
BASEl
ID NO.
ZL
PAGE 4
NO AVBPR
PIER
I * * * * tc * * * * * * ** * * * * * * * ** * * * * * * * * * *~* * * * * ** ** ** * * * * * * * * * ** * ** * * * * * *,* * * * * * * * * * ** ** * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** * * * * * * * * * * *.*~ * * * * * * * *** *
I 0.14 1..21000
275.93 132.17 3.359 135.533 1.1
.000060
0._08 0.000
0.00
135.533 0.00 0.133'
0.020
10.00
0.00
a 0.00
I 0.12 1..21000 .000000 0.09 0.020
276.05 132.33 3.203 135.533 1.1 0.09 0.-000 135.533 O.po 0.133 10.00 4.00 0.00 o 0,00
I 0.13 1.21000 .000000 0.00 0.020 -0.00
I 276.18 132.48
0.12 1.21-000
3.054 135.533 1.1 0.09 0.000
.000000
135.533
0.00
0.00 0.133
0.020
10.00 4.00 0.00
0.00
a 0.00
I 276.30 132.62 2.912 135.533 1.1 0.09 0.000 135.533 0.00 0.133 10.00 4.0Q 0.00 o 0.00
0.11 1. 21000 .000001 0.00 0.020 0.0_0
276.41 132.7_6 2.776 135.533 1.1 0.10 0.000 135.533 0.00 0.133 10.00 _4-.00 0.00 o 0,.00
I 0.10 1.21000
276.51 132,89 2.647 135.533 1.1
.000001
0.10 -0.000
0.00
135:533 0.00 0.i33
0.020
1:0.00 4.00 0,,00
Q.OO
o 0.00
I 0.11 1.21000 .000001 0.00 0.020 O.po
276-.62 133.01 2.524 135.533 1.1 ,0.11 0.000 135.533 0.00 0.133 10.00 4.00 0.00 o 0.00
I 0.09 1.21000 .000001 0.00 0-.020 0.00
I 27(;.71 133._13
0.08 1..21000
2.406 135.533 1.1 o.li 0.000
.000001
135.533
0.00
0.00 0.133
0.020
10.00 4.00 0.00
0.00
o 0..00
I 276.79 133.22 2.313 135.533 1.1 0.12 0.000 135.533 0.00 0.133 10.00 4.00 0.'00 o 0.00
TRANS STR 0.21000 .000056, 0.00 0.90
I 277.79 2.099 135.529 1..1 0.62 0.006 135.535 0.00 0.392 1.50 '0.00 0.00 o 0.00
31.25 0.01024 .000110 0.00 0.320 0.00 I 133.75 1.782 135.532 1.1 0.,62 0.006 135.538 O.(}O 0.392 1.50 0.00 0.00 o '0.-00
I
I
F0515P I LICENSEE: 'Pi-oj eet Design Consultants
WATER SURFACE PROFILE LISTING'
SHELLEY PROPERTY UNITS 2 AND 3 . (MASS GRADING) I
I STATION
STORM DRAIN ~INE Al
1602.00
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD:EL.
SUPER CRITIC1\+.
ELEV DEPTH
HGT/BASE/
DIA, ID,NO.
PAGE 5
ZL NO AVBPR
PIER
I L/ELEM SO SF AVE HF NORM· DEPTH ZR
. *~***********.**~**********************************'*******************************-*-**-.****************-**.'***********;*~******
I 1. 00 0.01024
310.04 133.83 1.782 135.612
.005183 -0:.16 0 . .320 0.00
1.1 0.62 0.006 135.618 0.00 0.3·92 1.50 0.00 0.00 o 0'.00
I
I
I
I
I
,I
I
I
I
I
I
I
I
I
I
I
I 100.00, . I
102.31 .I
I 104.62
106.92 .1,
109.23 I
I 111.54
113.85·
116.16
I
I
I
118047 I
I 1,20.77
123.08
I
I
125.39 I
I 127.70
130.01
132.31
I 134.62
1:36.93
139.24
141.55
I 143.85
146.16
148.47
I 150.78
153.09
155.40
I 157.70
160.01
162.32
164.63
I 166.94
169 :24
111 • .55
I 173.86
176.17
178.48
180.78
I 183.09
185.40
187.71
I 190.02
192 .33
194.63
I 196.94
199.25
201. 56
203.87
I 206.17
208.48
210.79
I 213.10
215.41
217.71
I 220.02
SHELLEY PROPERTY UNITS 2' AND 3, (MASS GRADING)
STORM DRAIN LINE Al
1602.00
WCH E
WC H E
WCH E
WCH 'E
X H E
XH E
C WE H
C WE H
C WE H
W CH E
W CH Ii:
I W CH E
I W C H E
R
R
R
R
R
TX
R
R
R
R
R
R
R
I
I
1
I
I
I
I
I
I
I
I
I
I'
I
I
II
I
I
I
222.33
224.64
226.95
229 . .26 I W C H E
231. 56
233.87
236·.18
238,49
240.80 I W CH E
243.1.0
245.41
247 :72
250.03
252.34
254.64
256.95
259.26
261. 57
263.88
266.19
268.49
270'.80
273.11
275.42
277.73
280.03
282.34
284.65
286.96
289.27
291.57
293.88
296.19
298.50
300.81
303.12
395.42
307.73
310.04
120.15 122.46
NOT E S
1. GLOSSARY
I INVERT ELEVATION
C CRITICAL DEPTH
W WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X = cuRVES CROSSING OVER
B BRIDGE ENTRANCE OR EXIT'
Y = WALL ENTRANCE OR EXIT
I
124.76 127.07 129.38
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
I
I
W e H E
W C H E
WCH E
I WCH E
I W C E
I W C E
I W ·CH E
I W CH E
I W CH E
I W C H E
I W C~ E
I W eH E
l' WCH E
I we H E
I WCH E
I WCH E
I XH E
I Cl X
X X
X X
Ie X
IC X
X X
131. 69 133.99
R
R
R
R
R
TX
H R
H TX
R
R
R
R
R
R
R
R
R
R
'TIC
H JX
H R
H R
H R
H R
H R
136.30 138.61 140.91 143.22
IDATE: 5/ 5/2000
10:54
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TIME:
CARD SEct CHN
CODE NO TYPE
CD 1 4
CD 2 4
CD ~ 3
NO OF AVE PIER
PIERS WIDTH
0 0.00
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
HEIGHT 1 BASE
DIAMETER WIDTH
ZL ZR INV
DROP
1.50
2.00
10.00 4.00 0.00 0.00 0.00
Y(l) Y(2) Y(3) Y(4)
PAGE. 1
Y(5) Y(6) Y(7.) Y(8) Y(9) Y(10)
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HEADING LINE NO 1 IS -
HEADING LINE NO 2 IS -
II HEADING LINE NO 3 IS -
.1-
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F 0 5 1 5 P PAGf;N0 3
WATER SURFACE PROFILE -TITLE CARD LtSTING
SHELLEY PROPERTY· UNITS 2 ~ 3 (MASS GRADING)
STORM DRAIN LINE A2
1602.00
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO * 1 IS A SYSTEM OUTLET *
U!S DATA STATION INVERT SECT
100.00 132.93 2
ELEMENT NO 2 IS A REACH
U!S DATA
*
STATION
1:63.24
INVERT
i34.96
*
SECT
2
*
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
3 IS A REACH
U/s DATA
4 IS A TRANSITION
U!S DATA
STATION
298.24
*
STATION
299.24
* *
INVERT SECT
140.90, 2·
INVERT
140.98
*
SECT
3
*
5 IS A REACH * *
U!S DATA STATION INVERT SECT
301.24 141.15 3
6 IS A TRANSITION-* *
U!S DATA STATION INVERT $ECT
302.24 141.23 2
7 IS A REACH
-U!S DATA
8 IS A REACH
U!S DATA
*
STATION
447.25
STATION
457.00
9 IS A TRANS'ITION *
U!S DATA STATION
458'.00
*
* *
INVERT SECT
147.00 2
INVERT SECT
147.43 2
* *
INVERT SECT
147.51 3
* * * ELEMENT NO 10 IS A JUNc;TIQN
U!S DATA STATION
459.00
INVERT SECT LAT-·I LAT-2
ELEMENT NO 11 IS A REACH
U/S DATA 'STATION
460.00
ELEMENT NO 12 IS A TRANSITION *
U!S DATA STATION
461.00
147.59 3 1 1
*' *
INVERT SECT
H7.68 3
* *
INVERT SECT
147.76 2
N
0.013
-N
0,.013
N
0.013
N
0 .. 013
N
0.013
N
0.013
N
0'.013
N
0.013
N
0.013
N
0.013
N
0.013
Q3 Q4
2.5 2.2
W S. ELEV
0.00'
PAGE NO 2
RADI-US
0.00
ANGLE ANG PT MAN H
17'.16 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
RADIUS ANGI;E ANG PT' MAN II
0.00 3.17 0.00 0
RADIUS ANGLE ANG PT MAN H
0.00, 0.00 0.09 o
* *
HNERT-3 :J:NVERT-4· PHI 3 PHI 4
148.26 148.26 90.00 90.00
RADIUS ANGLE ANG PT ,MAN H
0.00 0.00 O.O~ ~
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F0515P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
EI;EMENT NO 13 IS A REACH * *
UjS DATA, STATION INVERT SECT
556,.53 151. 59 2
ELEMENT NO 1¢ IS A SYSTEM HEADWORKS
UjSDATA STATION INVERT SECT
557.53 151.6·1 2
NO' EDIT ERRORS ENCOUNTERED-CQMPUTATION IS NOW BEGINNING
*
N
0.013
*
W S ELEV
0.00
RADIUS
0.00
PAGE'NO 3
ANGLE ANG PT· MAN H
29.16 0.00 o
** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC
Sl
I LICENSEE:
I·
I STATION
Project Design Consultants F0515P
WATER SURFACE PROfILE LISTING
SHELLEY PROPERTY UNITS 2 AND' 3 (MASS GRADiNG)
STORM DRAIN LINE A2
1602.00
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
HGrl
DIA
BASEl
ID NO.
PAGE 1
.ZL NO AVBPR
PIER
I L/ELEM SO SF AVE HF NORM DEPTH . ZR
*************~*********************************************************************************************~***********************
2.00 0.00 0'.00, I 100.00 132.93
32.71 0.03210
1. 038 133,.968 22.7 13.79 2.953
.037066
136.921
1.21
0.00 1. 697
1.070 0·.00
o 0.00
I 132.71 133.98 1. 012 134.992 22.1 14 ... 22 3.141 138.133 0.00 1. 697 2.00 0 ... 00 O. DO· 0 0.00
30.53 0.03210 .041189 1.-26 1.070 0.06
I 163.24 .134.96 0.976 135.936 22.7 14.91 3.454 139.390 0 •. 00 1.697 2.00 0.00 0.00' 0 O. qo'
I 100.20 0.04400
263.44 139.37 1.008 140.377
.041483
22.7 14.30 3.177
4.16
143.554 0.00 1.697
0.972
2.00
0·.-00
0 .. 00 0.00 o 0,00
I 34.80 0.04400 .036826 1.28 0.9-72 0.00
298.24 140.90 1.047 +41.947 22.7 13.63 2.886 i44.833 0 .. 00 1.697 2.00 0.00 0.00, o 0.00
I TRANS STRO.08000 .060943 0 .. 06 0' •. 00
I 299.24 140.98
2 .. 00 0.08500
0.367 141.347 22.7 15.47 3.718
.087517
145.065
0.18
0.00 1. 000
0.370
10.00, 4.00 0.00
0.00
o 0.00
I 301. 24 141.15 0.366 141.516 22.7 3.723 145.239 0.00 1. ODD' 10.00 4'.00 0.00, 0 0.0.0
TRANS STR 0.08000 .063038 0.06 0.00
I 302.24 141.23 1. 014 142.244 22.7 14.20 3. i29' 145.373 '0.00 1.697 2.00 0.00 . 0.00 o 0.00
I
55.60 0.03979
357.84 143.44 1. 037 144.480 22.7
.036966· 2.06
13.78 2.950 147.430 0.00 1.697
1. 001
2.00
0.00
0.00 0.00 ,0 0.00
I .35.68 0.03979 .033419 1.19 1.001 0.00
393.52 144.86 1. 078 145.940 22.7 13.14 2.683 148.62'3 0.00 1.697 2.·00 0.00 0.00 a 0.00
I 19.59 0.0397.9. .029486, 0.58 1.001 0 .. 00
413.11 145.64 1.120 146.762 22.7 12.-53 2 .. 440 149.202 0.00 1-.697 2.00 o .. ob 6.00 6 0.00
I 12.850.-03979 .026038 0.33 1.001 0·.00
I
I
II LICENSEE: Project Design Consultants F0525P
I
I STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 (MASS GRADING)
STORM DRAIN LINE A2
1602.00
INVERT DEPTH
ELEV OF FLOW
SO
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SUPER CRITICAL
ELEV DEPTH
NORM DEPTH
·HGT/
DIA
BASEl
.ID NO.
PAGE 2
ZL NO AVBPR
pIER
ZR I * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** * ** * * ... ** * * * * * * ** *'* * ** ** * * * * * * * * * * * * * *_* * * * * * ** * * * *.* * * * * * * * * * * * ** * * * * * * * * * * * * *,* *.* * ** * 1t.* * ** * ** * * * * it * * * * *,
I 425.·96 146.15
9.22 0.03979
I 435.28 246.52
6.87 0 .. 03979
I '442.05 146.79
I 5.20 0.03979
447.25 147.00
1. 60 0.04420
448.85 147.07
I 2.99 0.044]:9
I 451. 84 147.2·0
2.26 0.04420
I 454.10 147.30
1. 60 0.04410
I 455.70 147.37
I ·0.97 0.04410
456.67 147.41
I 0.33 0.0441:0
457.00 147.43
.1 TRANS STR 0.08000
458.00
I JUNCT STR
I
I
147.51
0.08000
1.165 147.318.
1.212 147.732
1.262 148.055
1.316 148.316
1.340 148.411
1. 399 148.601
1.462 148.764
1:.531 148.904
1. 608 1'49.023
1. 697 149.127
2.633 150.143
22.7 11.'95 2.216 149.534
.023024 0.21
22.7 11.40 2.016 149.748
.020383 O.H
22.7 10.86 1.832 149.887
.018079 0.09
22.7 10.36 1.665 149.981
.016576 0.03
22.7 10.14 1.598 250.00.9
.015265 0.05
22.7 9·.67 1.453 150.054
.01:3619 0.03
22.7 9.22 1.32 .. 0 150,.084
.012194 0.02
22.7 8.79 1.200 150.104
.010979 0.01
22.7 150.114
.009966 0.00
22.7 7.99 0.991 150.118
.. 004904 0.00
22.7 2.16 0.072 150.215
.000247 0 .. 00
1.697 2.00' 0 .. 00 0.00 o 0.00
1. 001 0.00
0.00 1.697 2.00 0.00 0.00 p . 0.00
1.ooi 0.00
0.00 1.697 2.00 o.po 0'.00 0' 0.00
1. 001 0.00
0.00 1.697 2.00 0.00 0,00 o 0.00
0.'971 0.00
0.00 1.697 2.00 0.00 0.00 o 0'.00
0.971 0.00
0.00 1.697 2.00 0.00 0.00 o 0.00
0.971 0 .. 00
0.00 1. 697 2.00 0.00 0.00 o 0,00
0.971 0.00
0.00 1.697 2'.00 0.00 0.00 o 0.00
0.9'h 0.00
0,00 1.697 2.00 0 .. 00 0.00 0 0.00
0 .. 97i 0·.00
0.00 1. 691 2.00 0.00 0.00 o 0.0.0'
0.00
0.00 1. 000 4.00 0.00 o 0.00
0.00
I LICENSEE: project Pesign Consultants F05<15P
I
I STATION
L/ELEM
WATER SqRFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 {MASS GRADING}
STORM DRAIN LINE A2
1.602<.00
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
<Q VEL VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BM.E/
ID NO.
PAGE< 3
ZL NO AVBPR
pIER
ZR I *****~*********************~*****************************************************************************~*************************
I 459.00 147.59
~.OO 0.09000
2.606 150.196 1:8<.<0 1. 73 0.046
.000204 0'.,00
0.00 0.857
0.312
10.'00 4.00 0.00 o 0.00
I 460.00 147.68 2.513 150.193 18.0 ~.79 0.,050 150.243 0.00< 0.857 10.00 4.00 0.00 p 0.00
TRANS STR 0.08000 0.00
I 461.00 147.76 0.903 148.663 18'.0 13.07 2.653 151. 316 0.00 2.,00 0.00 0.00 o 0 .. 0()
I 6.12 0.04009
467.12 148.00, 0.907 148.912
.035772
18.0 13.00 2.623
0.22
151.535 0.00 1.528
0.871
;2.00 0.00 0.00 o 0.00
I 30.44 0.04009 .033345 1. 02 0.874 0,.00
497 . .56 149.23 0.940 150.166 ;l8.0 12.39 2.383 152.549 0 .. 00 1.528 2.00 0.09 0.00 o 0.00
I 16.78 0.04009 .029326 0.49 0.874 0.00
I 514.34 149.90
11.21 0.04009
0.976 150.875 l,8.0 11.81 2.166
.02581,9
153.041
0<.29
0.00 1.528
0.874
2.00 0.00 0.00 0
<0.00,
<r.po
I 525.55 150.35 1.013 151.361 18.0 11.26 1.970 153'.331 0.00 1. 528< 2.00 0.00 0.00 0.,00
8.07 0.04009 .022741 0.18 0.874 0.00
I 533.62 150.67 1.<052 l:5l. 724 18.0 10.74 1.791 153.515 0.00 1.528 2.00 0.00 0.00 o 0.00
<I
6.08 0.04009
539.70 150.91 1.093 152.008 18.0
.020049 0,.12
10.24 1~628 153.636 0.00 1.528
0.874
2.00
0.00
0.00 0.00 o 0.00
I 4.69 (>.04009 . (1l7692 '0.08 0.874 0.00
'144.39 151.1:0 1.136 1<52.239 18.0 9.76 1.480 153.719 0.00 1.528, 2,.00 0'.00 0:00 o 0.00
I 3.62 0.04009 .015632 0.06 0.8:74 0.00
I 548.01 151.25
2.83 0.04009
1.182 152.430 18.0 9.31 1.345
.01:3829
153.775
0.04
,0.00 1.528
0.874
:2.09 '0.00 0.00
0.00
o '0,.00
I
I
I LICENSEE: P.roject Design Consult"ants F0515P
I
I STATION
t/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 (MASS GRADI~G)
STORM DRAIN LINE A2
1602.00
INVERT DEPTH"
ELEV OF FLOW
SO
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SlJP.ER ' CRITICAL
ELEVDEPTH
NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 4
ZL NO AVBPR
PIER
ZR I * * * * * * ** *** **,.. ** *** * ***** * ** * ** * * ** * * * * *-* * * * * * * * * * * * * * * * * * ** * * * * ***** **-* **** * *-*-* * * * * * *,.. * * * * ** * * * * * * * * * * * * *** *"" * *-* * * * * * * * ** * ** ** * * * *
I 550.84 151. 36 1.230 152.592 18.0 !}.88 1.223 153.815 0.00 1. ~28" 2".00 0.00 0.00 0 0.00
2.16 0.04009 .012249 0.03 0.874 0.00
I 553.00 151.45 1.28l 152.729 l8.0 8.46 1.112 153.841 0.00 1.528 2.00 0.00 0.00 0 0.00
1..58 0.04009 .Oi0873 0".02 0.874 0.00
I 554.58 151. 51 1.336 152.848 18.0 8.07 1.011 153.859 0.00 l.528 2.00 0.00 0.00 0 ·0.00
1. 08 0.04009 .00!1674 0.01 0.874 0'.00
555.66 151.56 1.395 152.!150 18.0 7.69 0.9:1.9 153.869 0.00 1.528 2.00 0.00 0.00 0 0.00 I
I 0.65 0.04009 .008632 0.01 0 .. 874 0.00
556.31 151.58 1.458 153.039 18.0 1.33 0.835 i53.874 0.00 1,.528 2,.00 0.00 ,9.00 0 0.00
I 0.22 0.04009 .007723 0.00 0.874 0.00
556.53 151. 59 1.528 153.118 18."0 6.9"9 0.759 153 .. 877 0.00 1.528 2.00 0,.00 6.00 0 0.00
557.53 151.67 1-.528 153.198 18,.0 6.99 0.759 153.957 0 .. 00 1.528 2.00 0.00 0.00 -a 0.00
I
I
I
I
I
I
I
I
I
I
I 100.00
105.79
I i11.58
117.37
123.17
I 128.96
134 .. 75
140.54
146.33
I 152.12
157.92
163.71
I 169.50
175.29
181.08
I 186.8,7
192.66
198.46
204.25
I 210.04
215.83
221.62
I 227.41
233.20
239.00
I 244.79
250·.58
256.37
262.16
I 267-.95
273.75
279.54
I 285.33
291.12
296.91
I
302.70
308.49
314 .29
320.08
I 325.87
331.66
337.45
I 343.24
349.04
354.83
360.62
I 366.41
37.2.20
377.99
I 383.78
389.58
395.37
I 401.16
.1 W C H
SHELLEY· PROPERTY UNITS.2 AND 3 (MASS GRADING)
STORM DRAIN LINE A2
1602 .. 00
E
I W CH E
I W CH E
I W.C H
I W CH
I W C
IW C
E
I W CH
E
E
E
E
W CH
I W CH
E
.E
H
H
R
R
R
TX
R
TX
R
R
R
I 406.95
412.74
I 418.53
424.33
430.12
I 435.91
441.70
447.49
453.28
I 459.07
464.87
470.66
I 476.45
482.24
488.03
I 493.82
499.61
505.41
511.20
I 516.99
522.78
528.57
I 534.36
540.16
545.95
I 551. 74
557.53
I 132.93 ,135.40 137.88 140.36 142.83
I NOTES
1. GLOSSARY
I x INVERT ,ELEVATION
C = CRITICAL DEPTH
I W = WATER SURFACE ELEVATION
H x ~IGHT OF CHANNEL
E = ENERGY GRADE LINE
I X = cuRVES CROS,SING OVER
B x BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
I 2. STATIONS FOR POINTS AT ~ JUMP MAY NOT BE PLOTTED EXACTLY
I
I
I
I
I W CH E
I W CH E
I W CH' E
I WC H E
I WCH E
I WC H E
I WCH E
I we H E
I WCH E
I XH E
I XH E
I C X
I C X ,.
I C X
I W CH
I W CH
I-W
I
+
E
E
CH E
W C H E
14 C H E
I W C H E
I ,WC H E
I WC H E
,I WCHE
1'45.31 14:7.78 150.26 152.73
.....
R
R
R
R
R
R
~
R
R
R
TX
H .TIt
H R
H. TX
R
R
R
R
R
Ii
R
R
R
155.21 157.68
I DATE: 5/ 5/2000
TIME: 1.0-:29
I
CARD -SECT CHN II CODE NO TYPE
CD-:I: 4
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F0515P
WATER SURFACE PROfILE -CHANNEL DEFINITION LISTING
NO OF AVE PIER HEIGlIT 1. BASE ZL ZR
PIERS WIDTH DIAMETER WIDTH
1..50
INV
DROP
Y-(l) Y(2) Y(3) Y(4)
"",0'"
PAGE 1.
yes) Y(6) Y('1) yes) Y(9)
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HEADING LINE NO 1 IS -
II_ HEAD''" L'NE ,0' " -
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HEADING LINE NO 3 IS -
FO 5 1 5 P PAGE NO 3
WATER SURF~CE PROFILE -'TITLE CARD LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM'DRAIN LINEA6
1602
,;
I
I ELEMENT NO
I
ELj::MENT NO I,
I ELEMENT NO
F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
1 IS A SYSTEM OUTLET *
u/S DATA STATION INVERT SECT
100 _00 148.26 1
2 IS A REACH * *
ujs DATA STATION INVERT SECT
105.25 149.83 1
3 IS A SYSTEM HEADWORKS
ujs DATA STATION iNVERT SECT
106.25, 14·9.91 1
*
*
*
N
0.013
*
W S J;!LEV
0.00
W S ELEV
0.00
PAGE NO 2'
RADIUS ANGLE ANG ,PT MAN H
0.00 0.00 0.00 o
I NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
**WARNING NO.2 ** -WATER SURFACE ELEVATION GIvEN IS LESS TH1\N OR ~QUALS INVER:r ELEVATION IN HDWKDS, W.S.ELEV = INV + bc
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IILICENSEE: project Design Consultants F05;15P
I
II STATION
WATER SURFACE, 'PROFILE ,LISTING
SHELLEY PROPERTY UN~TS 2 AND 3
STORM DRAIN LINEA6
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL ~L ENERGY
HEAD GR!? EL.
SUPER CRITICAL
ELEV DEPTH
HGT/
DIA
BASEl
ID NO.
PAGE 1
ZL NO AVBPR
PIER
I L/ELEM SO . SF AvE HF NORM DEPTH ZR .
***************~*******************************************************************************************************~*********~*
100.00 148.26 I 0.,440.29905
0.302 2.8 1l.0~ 1.887 150.449
0.04
0.00 0.635
0.220
1.50 o 0.00 148.562
.086814
0.00 0.00
I 100.44, 148,.39 0.307 148.699 2.8 10.73 1. 787 150.486 0.00 0.635 1.50 ·0.00 0.00 o 0.00
0.68 0.29905 .078080 0.05 0.220 0.00
I 101.12 ;148.60 0.318 148.914 2.8 10.22 1.622 150.536 0,.00 0.635 1.50 0.00 0.00 o 0.00
0.60· 0.29905 I 101. 72 148.77 0.329
0.04
:l50.580 0.00 0.·635
0.220
1.50 149.102
0 .. 00
0.00 0.00 o 0 .• 00
.068301
2.8 9.76 1.478
I 0.51 0,29905 .059700 0.03 0.220 0 .. 00
102.23 148.93 0.340 149.267 2.8 9.30 1.344 150.611 0.00 0.635 1.56 0.00 0'.00 o 0.00
I 0.45 0'.29905 .052196 0.02 0.229 0.00
102.68 149.06 I . 0,39 0.29905
0.352 150.631
0.02,
0.00 0.635
0.220
1.50 149.412 0.00 0 •. 00
0.60
o 0.00 2.8 8.86 1.219
. 045.653
I 103.07 149.18 0.364 149 .. 541 2.8 8.46 1.111 150.652. 0.00 1.50 0.00 0 .. 06
0.34· 0.29905 ,039901 0.01 0.220 0 .. 00
I 103.41 149.28 0.376 149.656' 2.8 8.05 1.005 150.661 0.00 0.635 1.50 0.00 0.00 o 0 .• 00 '
0.30 0.29905
·1 103.71 149.37 0.389
0.01
i50.677 0.00 0.635
0.220
1.50 149.758
O.OQ
0.00 o. 09 0 0.00,
.034881
2.8 7.69 0.919
I 0.26 0 .. 29905 .030502 0.01 0.220 0.00
103.,:)7 149.45 0.402 149.849 2.8 7.33 0.834 150.683 0.00 0.635 1.50 0.00 0.00 a 0.00
I 0.23 0.29905 .026676 0.01 0'.00
104.20 149.·51 .0.416 149.931 2.8 6.98 0.757 150.688 0.00 0.635 1.50 0.00 0.00 o 0.00
0.19 0.29905 .023355 '0.00 0.220 0.00
I
/;\
,II, LICENSEE: project Design Consultants F0515P
I,
I STATION
L/ELEM
WATER SuRFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEA6
1602
INVERT DEPTH
ELEV OF FLOW
W,S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE
~L NO AVBPR
PIER
************************************************~***************************************************************~******************
I 104.39 149.57 0.431 150.004 2.8 6.67 0.690 150.,694 0.00 0.635 1.50 0.00 0.00 a 0.00
0.17 0.29905 .020451 0.,00 0.220 0.,00
,I 104,.~6 149.62 0.446 150.070 2.8 6.35 0.626 0.00 0.635 1.'50 0.00 (,1..00' 0 O.QO
0.15 0.29905 .017909 0.00 0.220 0.00
I 104'.71 149.67 0.462 150.130 2.8 6.05 0.568 150.698 0'.00 0.635 1:.50 ,0.00 0,00 ,0 0.00
0.12 0.29905 1 104.83 149.71 0.478 i50.183 2.8
0.00
J:50.701
.015684
5.77 0.518 0'.00 0,635
0.220 0.00
1.50 0.00 0.00 o 0.00
I 0.11 0.29905 .013736 0.00 0.220 0,00
104.94 149.74 0.495 150.232 2.8 5.50 0.470 150.702 0.00 0.635 1.50 0'.00 0.00' 0 0.00
I 0.09 0.29905 .012030 0.00 0.220 0.00'
I 105.03 149.76
0.07 0.29905
0.512 150.276 2.8 5.24 0.427 150.703 0.00 0.635
0.220
1.50 0.,00 0.00
9·00
o 0.00
105.10 149.78 0.530 150.315 2.8 5.,00 0.388 150.703 .0.00, 0.635 1.50 0.00 0.00 o 0.00
0.06 0.29905 .009234 0.00 0.220 0.00
I 105.16 149.80 ,0.549 150.351 2.8 4.77 0.353 150.704 0.00 0.635 1.50 0.00 0.00 o '0.00
I 0.04 0.29905
0.569 150.384 2.8
.008099 0.00
150.705 0.00 0.635
0.220
1.50 0.00' 0.00 0 0.00
I 0.03 0;29905 .007108 0.00 0.220 0.00
105.23 149.82 ,0 .590 150.413 2.8 4.33 , 0.292 150.705 0.00 0.635 1.50 0,.00 0.00 '0 0.00
I 0.02 0.29905 .006237 0.00 0.220 0,00
I 105.25 149.83
a .,00 0.29905
0.611 150.440 2.8 4.14 0.266
.005461
150.706
0.00
0.00 0.635
0.220
1.50 0.00 0.00
0.00
o 0.00
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II LICENSEE: project Design Consultants F0515P
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I STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
SrORM DRAIN LINEA6
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
.Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL,
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BAsEl
ID NO.
PA<;3E 3
ZL NO AVBPR
PIER
ZR I ***'It** •• *** •••• *.****.*.*********************.**.**.******************************************1j****~,****-**~****~***-'*:**************~
105.25 '149.83 0.635 150.465 2.8 3.93 0.240 150.705 0.00 0.635 0.00 0.'00 0' 0.00
106.25 149.91 0.635 150.545 2.B 3.93 0.240 150.785 0.00 0.635 1,.50 0.00 0.0.0 .0' 0.00
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SHELLEY PROPERTY UNITS 2 AND 3
I STORM DRAIN LINEA6
160.2,
I 10.0..0.0. .1 W e H E R
10.0..13
I 10.0..26
10.0..38
100.51 I W e H E R
I 100.64
100.77
100..89
101. 02
I 101.15 1; W e H E R
101.28
10.1.40.
I 101.53
10.1.66
l,o.i. 79 I W e H E R
I 10.1.91
10.2.0.4
10.2.17
10.2.30. I W e H E R
I ,10.2.42'
102.55
102.68
I 102.81 I 'W e H~ R
10.2.93
10.3.06
I 10.3,19 I W e .EH R
103.32
103.44 I W e E H R
10.3.57
I 103.70
103.83 I W -e E H ,R
10.3.95
I 10.4.08 I W e E H, R
104.2-1 I W e E H R
104.34
104.46 I W e E H R
I 104.59 I W e E H R
104.72 I W-e E H R
104.85 I W C E H R
I 104.97 I W e E H R
10.5.10 I W e E H R
10.5.23 I W e E H R
I 105.36 I W e E H R
i05.4B I we E H R
105.61 i we E H R
:1:05.74 :i: X E H R
I 105.87 I X E H R
105.99
106.12
I 106.25 I -~x E H. R
/'
" ......
~/
I 1:48.26 :).48.57 148.89 14-9.21 1:49.52 149.84 '150.:1:5 150.47 150.78 151.1:0' 15~.41
(,1\'
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TIME:
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11: 2
f0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1
SECT CHN NO OF AVE PIER HEIGHT 1 BASE
NO TYPE PIERS WIDTH DIAMETER WIDTH
1 4 1.50
ZL ZR INV yep Y(2)Y(3) Y(4) Y(5) Y(6) Y(1) Y(8) Y(9)' Y(10)
DROP
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F 0 5 1 5 P PAGE N03
WATER SURFACE PROFILE -TITLE CARD LISTING
HEADING LINE NO 1 IS -
SHELLEY PROPERTY UNITS 2 AND 3
HEADING LINE, NO 2 IS -
STORM DRAI~ LINEA7
HEADING LINE NO 3 IS -
1602
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ELEMENT NO
ELEMENT 'NO
ELEMENT NO
F 0 !; 1 5 P
W~TER SURFACE PROFILE -ELEMENT CARD LISTING
1 IS A SYSTEM 'OUTLET * *
u/s DATA STATION INVERT SECT
100.00 148'.26 1
2 IS A REACH * '" *
U/S DATA STATION INVERT SECT
131.25 149.88 1
3 IS A SYSTEM HEADWORKS *
u/s DATA STATION INVERT SECT
132.25 149.96 . 1
N
0.013
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
*
W S ELEV
0.00
W S ELEv
0.00
~AG? NO 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 .0
I *~ WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS LESS 'THAN OR EQUALS INVERT ELEVATIQN IN HDWKDS, W.S.ELEV = INV + DC
·1
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II LICENSEE: Project Design Consultants F0515!,
I
I STATION
L/ELEM
WATER SURFACE PROFIL~ LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEA?
1602
INVERT 'DEpTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRIT:j:CAL
ELEV DEPTH
SO 'SF AVE HF NORM DEPTH
HGT/.
DIA
BASEl
ID NO.
PAGE 1
ZL NO AvBPR
PIER
ZR I * .. * * * ** * *** * ** * * * ***** *** *** *** ** ** * * ****** ** * * * * .. ** * * * * * ** ** ** *** '* ****** ** * * * ** * .. * * * ~ * ** * * * ** * ~ * *~ * * * *** * * * * * ** ~* *.**** ** * * * * *** **.*
I 100.00 148.26
8.23 0.05184
0.323 148.583 2.3 8.24 1.055
.044442
149.638
0.37
0.00 0.573
0.310
1.50 0.00 0.00 ·0
0.00
0.00
I 108.23 148.69 0.330 149.017 2.3 7.96 0.983 150.000 0'.00 0.573 .1.50 0.00 0.00 o 0.,00
6.43 0.05184 .039624 0.25 0.31!) 0.00
114.6,6 149.02 0.341 149.361 2.3 7.59 0.895 150.256 0.00 0.573 1.50 0.00 0.00 a 0.00
I 4·.03 0·.0518.4
118.69 149.23 0.353 149.582 2.3
.034641
7.23 0.812
0.14
150.394 0.00 0.573
0.310
1.50 0.00 0.00
0·90
o 0.00
I 2.88 0.05184 .030297 0.09 0.00
121.57 149.38 0.365 149.743 2.3' 6.91 0.741 150.484 0.00 0.573 1.50 0.00 0.00 a O.QO
I 2.14 0.05184 .026502 0.06 0 .. 310 0.00
I
123.71 149.49
1.68 0.05'184
0.378 149.867 2.3 6.59 0.674
.023190
150.541
0 .. 04
0.00 0.573
0.310
,1.50 0.00 0.00
0.00
o 0,.00
I 125.39 149.58 0.391 149.967 2.3 6.27 0.610 :1:50.577 0.00 0.573 1.50 0.00 0.00 a 0.00
1. 35 0.05184 .020277 0.'03 0.310 0.00
I 126.74 149.65 0.404 150.050 2.3 S.99 0.557 150.607 0.00 '0.573 0.00 0.00 a 0.00
1. 07 O. 05184 .017732 0.02 0'.310 0:00
I 127.81 149.70 0.418 150.120 2.3 5.71 ],50.626 0.00 0.513 0.00 0.00 a 0 •. 00
0.86 0.05184 .015522 0.01 0.310 0.00
128.67 149.75 0.433 150.179 2.3 5.44 0.459 150.638 0.00' 0'.573 1.50 b.oo· 0.00 o 0,00
1 0.70 0.05184 .013590 0.01 0.310 0.00
129.37 149.78 0.448 150.230 2.3 5.1:9 0.419 150.649 0.00 0.573 1.50 0.00 0.00 a 0.00
I' 0.57 0.05184 ,.01189,0 0.01 0.310 0.00
I
1
I LICENSEE: Project Design Consultants F05~5P PAGE 2
WATj;:R SURFACE PROFILE LISTING
I ~HE~LEY PROPERTY ,UNITS 2 AND 3
STORM DRAIN LINEA7
1602
I STATION INVERT DEPTH W.S. Q VEL VEL ENER~Y SUPER CRITICAL HGTI BASEl ZL NO AVBPR
ELEV OF FLOW, ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. P:rER
I L/ELEM SO SF AVE HF' NORM DEPTH ZR
************~********************~*******************~********************************************~*****************~~*****~*******
I ~29.94 :1,49.81 0.463 150.275 2.3 4.95 0.380 150.655 0.00 0 . .573 1.50 0.00 0.00 a 0.00
0.42 0.05184 .010412 0.00 0.310 0.,00
I 1:30.36 ~49.83 0.480 ~50. 3~4 2.3 4.71 0.345 ~50.659 0.00 0.573 1.50 0.09 0.00 a 0.00
0.34 0.05~84 .009~25 0.00 0.3~0 0.0'0
I ~;30. 70 ~49.85 0.497 ~50.348 2,.3 4.49 0.3~'3 ~50.661 0.00 0.573 1.50 0.00 0.00 a 0.00
I 0.26 0.05~84 .007992 0.00 0.310 0.00
~30.96 ~49.87 0.5~4 ~50.379 2.3 4.28 0.285 150.664 0.,00 0.573 1.50 0.00 0.00 a 0.00
I o.~i; 0.05~84 .007003 0.00 0,.3~0 '0.00
~31.~2 ~49.87 0.533. ~50.406 2.3 4.09 0.:;159 ~50.665 0.00 0.573 1,.50 0.00 0.00 0 0.00
I O.,~O o .,05~84 .006~43 0.00 0.310 0.00
131.22 149.88 0.552 ~50.430 2.;3 3.90 0.236 150.666 0.00 0.5n 1.50 0.00 0.00 0 0.00
I 0.03 0 .. 05~84 .00'5370 '0.00 0.3~0 0.00
I ~3L25 ' ~.49. 88 0.573 ~50.453 2.3 3.70 0.2~3 ~50.666 0.00 0.57,3 1.50 0.00 0.00 9 0.00
132.25 ~49.96 0.573 ~50.533 2.3 3.70 0.213 .i50.746 0.00 0.573 1.50 0.'00 0.00 0 0.00
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I SHELLEY PROPERTY UNITS ~ AND 3
I
STORM DRAIN LINEA7
1602
I 100.00 .1 W C E H R
100.66
I 101-.32
101. 9_7
__ 102.63
103.29
I 103.95
104.61
105.27
I 105.92
106.58 ,-
107.24
I 107.90
108.56 I W c E H R
109.21
I
109.8?
110.53
111.19
111.85
I 112.51
11'3.,16
113.82
I 114.4-8
11-5.14 I W C E H R
115.80
116.45
I 117.11
117.77
118.43
I 11'9.99 I W -c E H R
,119.74
120.40
I 121.06
121.72 I W C E H R
122.38
123.04
I 123.69
124.35 I W C E H R
125.01
I 125.67 I W C E H R
126.33
126.98 I W C E H R
I 127.64
128.30 I W C E H R
128.96 I W C E H R
129.62 I W C E H R
I 130.28 I W C E H R
130.93 I W C E H R
131.59 I W C E H R
I 132.25 I W C ,,,; E H R
.....
......
148.26 148.58 148.90 149.22 149.54 149.86 ,150.18 150.50 ];50.82 151.14 151.46
I 11
I
I NOTES
1. GLOSSARY
I = INvERT ELEVATION
C = CRITICAL DEPTH
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W = WATER SURFACE ELEVATION
H = HEIGHT OF CHANNEL
E = ENERGY GRADE LINE
~ = CURVES CROSSING OVER
B = BRIDGE ENTRANCE OR ~XtT
Y = WALL ENTRANCE OR EXIT
STATIONS FOR POINTS AT A JUMP MAY NOT BE PLO~D .EXACTLY
... ": . .,. .....
'i
" . 'I~'" -, ,
,t,'
\ ",
SH:£LLEY PROPERTY UNIT 3
a l()
II ~GJ -.J d V)
2 1+64.40,,/
IE 153.27 R
./
3 1+65.40
1£ 153.40 T5'
4 ,1+66.40
1£ 153.52 JX
5) 1+67.40
IE 153.65 R
6) 1+68.40
IE 153.77 T5
"'-0=9.5 cfs
CD 1+32.25
1£ 154.17 SH
CD 1+J1.2!5
IE 154.09 R
CD 1+0Q.00
1£ 153.77 50
LINE A-5
'-.'
1+00 . .00 _,-\ 1
1£ 151.92 50 LINE A-4
1+06.25 r:.
IE 154.58 SH 3
1+05.25
IE 154.50 R (2
1+00.00
1£ 153.7750 ( 1 , , 0=4.8 cfs
,
"'-' ......... ......... ----~---,-~ ~ ~ ====. ~ u.r= ~,
.................. CORTE ----2+06.13 ---
'.IE 155.76R-'\]
6=36'42' 3+25.90
8, 1£ 162.09 R
3+:l6.90
9)j£162.17 T5
_r ~ 3+28.90
10 1£ 162.341<
3+29.90
1" IE 162.42 TS
T: \£NGR\1424'\Mr;\WSPG~tX\ WSPG-MG2.dwg 8/16/00" 4.:07: 07 pm P5T
LINE, A
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-\
\
\
\
\
15,~+42.64 . I
IE 171.00 T5 \
14'" 5+41.64 \
IE 170.92 R \
\ 13 5+39.64 \ 1£ 1'70.75 T5 \
12 5+38.64 \
J£ 170.67 R I ,
1!
~
I'
f
i'
I t
I I
\. 6+11..65 I
11£ 172.75;' T5 19
\ '6+ 10.65 -!
\ 1£ 172.67iR 18
I \ 6+08.65~\ .
\ : IE 172.5011 TS, 17
'\ . . '~ 6+07.65 :(16
\
I
IE 172. 4:2 \R
-r -----,~
\ I
\
\
\
\
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/
/
';
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--------// ----............. /./
-------"
CRUCE DEL
LINE A-J
,"1
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\
\
......
•••• 1'
·1 DATE:
TIME:
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5/ 5/2000
11:35
SECT CHN
NO TYPE
1 4
2 4
3 3
NO OF
PIERS
0
F051S'P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1
AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8). Y(9) Y(10)
'WIDTH DiAMETER WIDTH DROP
1.50
2.00
0.00 10.QO 4.00 O.Op 0.00 0.00
I F 0 5 1 5 P PAGE NO 3
WATER SURFACE PROFILE -TITLE CARD LISTING
I HEADING LINE NO 1 IS -
I SHELLEY PROPERTY UNITS 2 AND 3'
HEADING LINE NO 2 IS -
I STORM DRAIN LINEA3
I HEADING LINE NO 3 IS -
1602
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FO'S15P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO'
ELEMENT ~O
ELEMENT NO
ELEMENT NO
1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT
100.00 151. 92 2
2 IS A REACH
U/S DATA STATION INV~RT SECT
164.40 153.27 2
3 IS A ~S~TION
U/S DATA STATION
165.40
INVERt SECT
153.40 3
*
*
* *
N
0 .. 013
N
0.0-13
4 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT-l LAT-2 N
ELEMENT NO
ELEMENT NO
5 IS A REACH
U/S DATA
6 IS A TRANSITION
166.40 153.52 3
* * *
INVERT 'SECT
167.40' 153.65 3
* * *
U/S DATA STATION INvERT SECT
ELEMENT NO '7 IS A REACH
U/S DATA
ELEMENT NO 8 IS A REACH'
U/S DATA
168.40 153-.77 1
*
STATION
206.13
STATION
325.90
*
INVERT SECT
1:55.76 1
*
INVERT SECT
162.09 1
*
ELEMENT NO 9 IS A TRANSITION * * *
U/S DATA STATION INVERT SECT
326.90' 162.17 3
ELEMENT ·NO lOIS A REACH
U/S DATA
* * *
STATION INVERT SECT
3-28.90 162.34 3
ELEMENT NO 11 IS A TRANSITION * *
U/S DATA STATION INVERT SECT
ELEMENT NO 12 IS A REACH
b/s DATA
ELEMENT NO 13 IS A 'TRANSITION
U/S DATA
329.90 162.42 1
*
STATION
538.64
*
STATION
539.64
*
INVERT SECT
170.67 1
INVERT SECT
170.75 3
*
*
1 1 0.013
N
0.013
N
0.013
N
0.Q13
N
0.013
N
0.013
N
0 .. 013
N
0.013
N
0.013
N
0.013
*
Q3 Q4
4.5 8.9
W S -EL~V
0.00
PAGE NO 2
RADIUS ANGLE ~G .PT MAN' H
0.00 0.06 0.00 Q
* *
INVERT-3INVERT-4 PHI 3 PHI 4
153.77 153.77 90.00
RADIUS ANGLE ANG PT MANE
0.60 o~oo 0.00 0
~IUS ANGLE lING PT MAN H
Q. 90' 36..420 .. 00· 0
RADIUS' ANGLE ANG PT MAN H
0.00 0.00 0:00 o
RADIUS ANGLE ANG PT MAN H
0.00 0'.0.0 0.00 o
RADIUS ANGLE ANG PT MAN H
0.9.00.00 0.00 0
I
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 14 IS A REACH
U/S DATA
ELEMElIT NO, 15 IS A TRANSITION
U/S DATA
ELEMENT NO 16 IS· A REACH
U/S DATA
ELEMENT NO 1:7 IS A TRANSITION
U/s DATA
ELEMENT NO ;L 8 IS A REACH
U/S PATA
STATION
541. 64
*
,sTATION
542.64
*
STAT.ION
607.65
*
STATION
608.65
STATION
*
INVERT SECT
170.92 3
* *
INVERT SECT
171..00 1
1i
INVERT SECT
172.42 1
*
INVERT SECT
172.50 3
*
INVERT SECT
610.65 172.67 3
ELEMENT NO 19 IS A TRANSITION * *
U/S DATA $TATION INVERT SECT
611.65 172.75 1
ELEMENT NO 20 IS A REACH * *
U/S DATA STATION INvERT SECT
803.03 180.60 i
ELEMENT NO: 21 IS A SYSTEM H~ADWORKS *
U/s DATA ,STATION INVERT SECT
804.03 180.68 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
.PAGE NO 3
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
RADIUS ANGLE ANG PT MAN H
0.00 p.OO 0.00 o
RADIUS ANGLE l\NG PT MAN H
0.00 0.00 0.00 0
*
W S ELEV
0.00
I ** WARN~NGN6. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT .ELEVATION IN HDWKDS, W.S.ELEV INV + DC
I
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LICENSEE: Proj~ct Design Consultants F05I5P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEA3
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL V)3L
HEAD
·ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEP.TH
SO SF AVE HF . NORM DEPTH-
HGT/
DiA
BASEl
ID NO.
PAGE 1
ZL NO AVBPR
J?IER
ZR I ~* * * * * * ** * ~ * * *.* * *_* * **-* * * * ** * * * * * * * * * ** * * * * * * 'It * * * * *'* * * * * * * * * *,* * * * * * * ** * * * ** * * ** * * ** * ~ * .• ~ * * * * * * * * * * *** * ** * * * * * * * * * *.* * ** * ** * ** ** ** * *-**
I 1:00.00 151. 92
21. 39 0.02096
I 121.39 152.37
16.44 0.02096
I 137.83 152.n
I _ 10.23 0.02096
148.06 152.93
I 6.79 0.02096
154.85 153.07
I 4.49 0.02096
159.34 153.16
2.94 0.02096
I 162.28 153.23
1. 62 0.02096
163 .. 90 153.26
0.50 0.-02096
I 164.40 153.27
I TRANS STR 0.13000
165.40 153.40
I, JUNCT STR 0.12000
166.40 153.52
I 0.77 0.13000
I
I
1.102 153.022 17.9
1.134 153.502 17.'9
1.179 153.892 17.9
1.227 i54.154 17.9
1.278' 154.348 17.9
1.333 154.497-17.9
1.391 154.617 I7.9
1.454 154.714 17.9
1.524 154.794 17.9
2.154 155.554 ,17.-9
2.159 155 .. 679
10.08 1.579 154.601 0.00
.017333 0.37
9.73 1.471 154.973 ·0.00
.015565 0.26
9.28 1.337 155.229 0.00
.013765 0.14
8.85 1.216 155.370 '0.00
.012;1.94 0 .. 08
8.44 1.1:06 155.45.4 0.00
.010823 0.05
8.04 1.005 .155.502 0.00
.009628 0.03
7.,67 9·913 155.530 0.00
.Q08586 0.01
7.32 0.831 155.545 0.00
.007682 0.00
6.9'7 0.754 155.548 0.00
.003788 0.00
2.0.8 0.067 155.621 0.00
.000168 Q.OO
0.52 0.004 155.683 O.po
.000021 0.00
1,{
1.'524 2.00 0·.:00 0.90 o 0 .. 00
1. 052 0:00
1.524 2.00 0.00 0.00 o 0.00
1.052 0.00
1.524 2.00 0.·000.00 o 0.00
1.0!?2 0.00
1 .. 524 2.00 0.00 0.00 o
1.052 0.00
1.524 2.00 0:00 0.00' 0
1.052 0.-00
1.524 2.00 0.-00 0.00 O· 0.00
1.052 0.00
1.524 2.00 0.00 0.00 o 0 .. 00
1.052 0.00
1.524 2.00 0.·60 ·0.00 o 0 .. 00
1.052 0.00
1.524 2.00 0.:00 0.00 o 0.06
0.00
0 .. 854 10.00 4.00 0.00 o 0.00
'0.00
0.340 JiO.OO .4 .. 00 0.00 o 0'.00
0.120 0.00
II LIC?NSEE: Project Design Consultants FO!i15P
I
I SrATION
L/ELEI1
WATER SURFACE ~ROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEA3
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BAS!?/
10 NO.
PAGE 2
Z.L NO AYBPR
PIER
ZR I * * *** * * * * * * * .. * * **** * * ** * ** * *,** * *~* * * * * * * .. * * **** * * .. *'* * * .. *** ** * ** * * ** * * ** .. * * .. * * ** * * ** ** * * * * * * * * * * * * * .... * * * .. '* * * * * * * ~* * * ~ * * * *-.... * * * * *-* .. * ..
167,.17 153.62 2.059 155.679 4.5 0.55 O.OO~ 155.684 0.06 10 .. 00 4.00 0.00 o 0.00 I 0.23 0.13000 .000022 0.00 0.120 0.00
I 167.40 153.65 2.029 155.67.9 4.5 0.55 0.005 155.684 0.00 0.340 10.00 4 .. 00 0.00 o 0.00
TRANS STH 0 .. 12000 ,000929 0·.00 0.00
I 168.40 153.77 1. 833 155.,603 4.5 2.55 0.101 155.704 0.00 0.814 1.,50 0.00 0·.0'0 o 0.00
6.64 0·.05274 ,.001815 0.01 0.440 0 ... 00
175.04 154.12 1.500 155.620 4.5 2 .. 55 0.101 155.7-21 o.ob 0.814 1.50 0.00 ,0.·00 o 0.00
I 1. 65 0.05274 .001:691 0,.00 0.440 0.00
176.69 154.21 1.416 155.623 4.5 2.60 0.105 155.728 0.00 0.814 1.50 o 0 .. 00
II HYDRAULIC JUMP 0.00
176.69 154.21 0.440 154.647 4.5 10.42 1.,685 156.332 0.00 0 .. 8i4 ],.50 0.00 0.06 o 0.00
29.44 0.05274 .052213 1.54 0.440 0.00
I 206.13 155.76 0.440 156.200 4.5 10.42 1.685 157.885 0.00 0.814 1.5'0 0'.00 0.00 o 0.00
48.45 0.05285 .052213 2.53 .0.440 0.00,
I 254.58 158.32 0.4'49 158.761 4.5 10.42 ;L.685 160.446 ,0.00 0.814 1.50 0.'00 0.00 o 0.00
30.29 0.05285 .050555 1.53 0'.440 0.00
I 284.8·7 159.92 0.447 160.368 4.5 10.18 1.610 161.978 0.00 0.81:4 1.50 0'.00 0.00 o 0.00
I 18.62 0.0528$ ·.045867 0.85 0.4~0 0.0-0
303.49 160.91 0.463 16.1..369 4.5 9.70 1.461 162.830 0.00 0.8i4 1.50 0 .. 00 0.00 o p .. oo
I 9.21 0.05285 .040167 0.37 0.440 O.o()
3'12.70 161. 39 0.479 161.871 4.5 9.24 1.326 163.1~7 0.00 0.814 1.5'0 0.00 0·.'00 b 0.00
I 5.87 0.05285 .035-175 0.21' 0.440 0 .. 00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE' PROFILE LISTING-
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEA3
1602
INVE;RT DEPTH
ELEV OF FLOW
W.S.
EL!>V
Q VEL VEL
HEAD
E1-1ERGY
GRD.EL.
SUPER CRITICAL
ELEV 'DJ;:PTH
SO SF AVE HF NORM DEPT!!
HGTI
DIA
BASEl
ID NO.
PAGE 3
ZL NO AVBPR
PIER
z~
I * * '* * * *** * * * ** *** * * * '* * * ** ** * * '* * * *** * ... * * * * * * * * * * * ** * * * * * * * * * * * * * * ** *.** ** * * * * * * * * * '* '* ** * * * * * * * *,* * * * * * *** * ** * * * * ** * * * * *.** ~* * * * * * ~ * * * * * *
318.57 161.70
I 4.21 0.05285
I 322.78 161. 93
3.12 0._05285
I 325.90 ~62.09
TRANS STR I 32~.90
0.08000
162.17
I 0.08 0.08500
326.98
I 1. 92 0.08500
328.90
I TRANS STR
162.34
0.08000'
I 329.90 162.42
101. 81 0.03952
I~ 431. 71 166.44
10.82 0.03952
I 442.53 16-6.87
I 57.09 0.03952
499.62
I 14.82 0.03952
514.4'1 169.71
I 8.10 0.03952
I
0.496 162.198 4.5 8.82 1.209 163.407
.030807 0.13
0.513 162.438 4.5 8.41 1. 099 163.537
.026998 0.08
0.532 162.622 4.5 8.02 0.999 163.621
.086765 0 .• 09
0.113 162.2!l3 4.5 9.93 1.532 11>3.815
.149116 0.01
0.113 162.290 4.5 9.96 1.539 163.829
.162555 0.31
0.108 162.4'48 4.5 10.44 1. 693 164.14·1
.107816 0.11
0.470 162.890 4.5 9.49 1.400 164.290
.040462 4.12
0.470 l'66.914 4.5 9.4·9 1.400 168.314
.040275 0.44
0.471 167.343 4.5 9.4_7 1.394, 168.737
.037585 2.15
0.487 169.615 4.5 9 .• 04 1.268 1:70.883
.032903 0.49
0.504 170.218 4.5 8.60 1.150 171.368
.028826 0.23
0.00 0.814 1.50 0.00. 0.00 o 0:.00
0.440 0.·00
0.00 0.814 1.50 0_.00 0-.00 o 0.00
0.44'0 0.00
0.00 0.814 1.50 0.00 0.00 o 0.00
0.00
0.00 0.340 10.00 4.00 0.00 o 0.-00
0.1:32 0.00
0.00 0.34'0 10-.00 4 .. 00 0:,00 o '0.00
0.132 6.00
0'.00 0.340 10.,00 4.00 0:00 o 0.00
0.00
0.00 0.814 1.50 0.00 0.00 o 0.00
0.470 0 .. 00
0.00 0.814 1.50 0.00 0 :0'0 o 0.00
0.470 0.00
0.00 0.814 1.50 0.00 0 .. 00 -0 0.00
0.470 0.00
0.00 0' .. 814 1.50 0.00 0.00 o 0.00
0.470 0.00'
0.00 0.814 1.50 0.00 0.00 o 0.00
0.470 0.00
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LICENSEE: Project Design Consultants F05l5P
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEA3
1602
STATION INVERT DEPTH
ELEV OF FLOW
W .• S .•
ELEV
Q VEL VI;:L
H?ArJ
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
L/ELEM SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 4
ZL NO AVBPR
PIER
ZR
**********~***~*********************************************~*************************************.***************~*~**************
542.!?4 170.03 0.522 170.556 4.5 8.21 1.047 171.603 0.00 0.814 1.50 O.Op 0.00 o 0.00
5.34 0.03952 .025273 0.I3 0.410 0.0'0
527.8.8 170.25 0.541 170.786 4.5 7.83 0.951 171.737 0.00 0·.814 1.50 0.00 0.00 o 0·90
3.89 0.03952 .022;158 0.09 0.470 . .0:00
531. 77 170.40 0.560 170.959 4.5 7.46 0.865 171. 824 0.00 0.814 1.50 '0.00 0.00 o 0.·00
2.87 0.03952 .01?438 0.06 0.470 0.00
534.64 170.51 0.581 17:)..093 4.5 7.12 0.787 171.880 0.00 0.814 1.50 0.00 0.00 o 0.00
2.25 0.03952 .01,7063 0.04 0.470 0.00
536.89 170.60 0.602 171.203 4.5 6.79 0.715 171.918 0.00 0.814 1.50 0.00 0.00 o 0.00
1. 75 0.03952 .014977 0.03 0 .. 470 0.00
538.64 i70.67 0.624 171. 294 4.5 6.47 0.649 171. 943 0.00 0.814 0 .. 90 0.·00 o 0.06
TRANS STR 0.08000 .060162 0.06 0.00
539 .. 64 170.75 0.125 170.875 4.5 8.96 1.248 172.123 0.00 0.340 10.00 4.0b 0.00 o 0.00
'2 •. 00 0.08500 .110394. 0.22 Q.I32 0.00
541. 64 170.92 0.123 171.043 4.5 9.16 172.347 0.00 0.340 10.00 4.00 0.00 o 0.00
TRANS STR 0.08000 .068380 0.07 0.00
542.64 171. 00 0.550 171.550 4.5 7.67 0,913 172.463 0.00 0.814 1.50 0.00· 0.00 o 0 .. 00
29.71 0.02184 .022293 0.66 0.550 0.00
572.35 171. 65 0.550 172.199 4.5 7.67 0.913 173.112 0.00 0.814 1.50 0.00 0.00 o 0.00
35.30 0.02184 .023764 0.84 0.55'0 0.00
607.65 172.42 0.532 172.952 4.5 8.02 0.999 173.951 0.00 0.814 1.50 0.00 0.00 o 0.00'
TRANS STR 0.08000 .086765 0.09 0.00
.:.
F0515P 'I LICENSEE: Proj ect Design Consultants
WATER SURfACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 I
I STATION
STORM DRAIN LINEA3
1602
INVERT DJ:;PTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL ENERGY SUPER CRITICAL
HEAD GRD. EL . ELEV DEPTH
HGT/
DIA
BAsEl
ID NO.
PAGE 5
ZL, NO AVBPR
'PIER
I, L/ELEM so SF AVE HF NORM DEPTH ZR
* * ** *." * '* *." * * * *." ** * * * *_* '* * * * *."." * * *." * * * * * * *." * *.* * ** * * ** ** * * * **." * * * ** ** * ** * * * * ***_* *.* * ~ * * *** ** * * * * * * * ***. * * * * * * * * ** *.* ** * *_* * ** *)r * * ** * * * *." *
, I
I 608,.65 172 . .50
0.08 0.08500
I 6'08.73 172.51
1.92 0.08500
I 610.65 172.67
I TRANS STR
611.65
0.08000
172.75
I 106.92 0,.04102
718.57 r77.1:4
I 22.450.04102
74i.02 178.06 I 25.88 0.,Q4:1,02
I 766.90 179.12
11.05 0.04-102
I 777 .95 179.57
I 784.63 179.84
I 4.61 0.04102
789.24 180.03
I 3.44 0,.04102
792.68 180.18
I 2.57 0.04102
I
Q.113 172 .61:3
0.113 172.620
0',108 172.778
0.470 173.220
0.470' 177.606
0.473 178.529
0.490 179.608
0.507 3.80.078
0.525 180.370
9.544 180.578
0,5'63 180.7,38
4.5 , 9.,93 1. 532 174.145
.149116 0.01
4.5 9.96 1.539 174.15'9
.162555 0.3i
4.5 10'.44 1. 693 174.471
.107816 0.11
4.5 9.49 1.400 174.6,20
.040462 4.33
4.5 9.49 1.400 179.006
. 039871 0.90
4.5 9.41 1:. 3,76 179.905
.0368,51 0.95
4 .. 5 8.96 1.248 180.856
,032282
4.5 8.56 1.136 18:1".214
.028279 0.i9
~.5 8.15 1.032 :1,81.402
.024791 0.1'1
4.5 7.77 ,0.938 181.~':l6
.021733' 0.07
4.5 7.41 0.853 181. 591
.019062 0.05
0.340 10.00 4.00 0.00 o 0.00
0,.132 0.00
0.00 0.340 10.00 4.00 0.0,0 o 0.00
0.132 0.00
0.00 0.340 10.'00' 4,.00 0.00 o 0.00,
0.0,0
0.00 0.8'14 1.50 O. 000. 00, o 0,.00
0.470 0.00
0.00 0.814 1.50 0'.00 0.00' ° 0.00
0.470 0.00
0.00 0.814' 1.50 0.,00 0.00 0' 0.00
0.470 0.00
0.00 0.814 1.50 0.00 0.00 o 0.00,
0.470 n.Oo
0.00 0.814-L50 0.00 0.00 (j 0'.00
0..470 0.00
0.00 0.814 1.50 0.00 0.00 0' 0.00
1).470 0.00
0.00 0.814 1.50 0.000.00 o 0,,00
0.470 0.00
0.00 0.814 1.50 o.Od 0.00 o 0'.0'0
0.470 0.00
I LICENSEE: Proj ect Design Consultants F0515P
WATER SURFACE PROFILE LISTING.
SHELLEY PROPERTY UNITS 2 AND 3 1
,I STATION
STORM DRAIr LINEA3
1602
INvERT DEPTH
ELEV OF FLOW
W.S,
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
HGT/
DIA
BASE/
ID NO.
PAGE 6
z:r, NO AvBPR
PIER
I .L/ELEM SO SF AVE HF NORM DEPTH ZR
, * 1t * * * * *-* * * * * * * * * * * * * * * * *** * * * * * ~,* * * **_* * * * *** ** * * * ** * * * * *-* * * * * * * *-* * * * * * * * * * * * *-** '* * *-* * * ** ** ~ * * * * * * ** *** * * * ** ** ** * * * * * * ***-* * * * ~ * ** * * **
795.25 180.28 0.584 180.865 4.5 7.06 0.775 181. 640 0.00 0.814 1.50 0.00 0'.,00 o 0;00
I 2.04 0.04102 .016732 0.03 0.470 0.00
I 797.29 180.37 0.605 180.970 6.74 0.705 181.675 0.00 0.814 1.50 0.00 0.00 o 0.00
1. 60 0.04102 .014684 0.02 0.470 0.00
I 798.89 180.43 0.627 181. 057 4.5 6.42 0.640 181. 697 0.00 0.814 1.50 0.00 0.'00 o 0.00
1. 25 0.04102 .012893 0.02 0.470 0.00 I 800.14 180.48 0.650 181.132 4.5 6.12 0.582 181.714 0.00 0,814 1.50 0.00 0.00 0.00
I 0.98'0.04102 .011327 0.01 0.470 0.00
801.12 180.52 0'.674 181.195 4.5 5.84 0.529 181.724, 0.00 0,.814 1.50 0.00 0.00 o 0.00.
I 0.74 0.04102 .009955 004'70 0.00
801..86 180.55 181.25;1. 5.57 0.482 181.733 0.00 0.814 1.50 0,.00
I 0:52 0.04102 .008758 0.00 ,0.470 0.00
I 802.38 180.57 0.726 :l81.299 4.5 5.31 0.437 181.736 0,.00 0.814 1.5Q 0.00 0 .. 00 '0 0_:00
9.38 0.04102 .007709 , 0.00 0.470 0.00
I 80;2.76 180.59 0.753 181.342 4.5 5.06 0.398 181. 740 0.00 0.814 0.,00 0.00 o 0.00
0.21 0.04102 .006788 0.00 0.470 0.·00
I 802.97 180.60 0.782 i81. 380 4,.5 4.83 0.362 181.742 0.00 0-.814 1.50 0.00 0.,00 o 0,.00
I 0.06 0_.04102 .00597'3 0.00 0.470 0.00
803.03 180.60 0.814 181.414 4.5 4.60 0.328 1'81.742 0 .. 00 0.8:):4 1.50 0.00 0.,00 '0 0'.00
I 804 .·O~ 180.68 0.814 1:81.4'94 4.5 4.60 0.328 181.822 0.00 0'.814 1.50 0.00 0.00, o 0.00
I
I
I
I
I
I 100.00
105.37
I 110.75
116.12
121. 50
I 126.87
132.25
'13·7.62
l42.99
I 148.37
153.74
159.12
I 164..49
169.87
175.24
1 180.61
185.99
191.36
196.74
I 202 •. 11
207.49
2:1:2.86
I 218.23
223.6'1
2:?8.98
234.36
I 239.73
245.11
250.48
I 255.85
261.23
266.60
I 271.98
277.35
282.73
288.10
I. 293.4.7
298.85
3:04 .. 22
I 309.60
3·14.97
320.35·
I 325.72
331.09
336.4 7
341. a4
I 347.22
~52.59
357.97
I 363.34
368.71
374.09
'I 379.46
SHELLEY PROPERTY uNITS 2 AND 3
·STORM DRA1N LINEA3
1602
.I we H E
I WCH E
I we HE
I weH E
I we HE
I WCHE
I WCHE
I XHE
I XHE
I e WE H
Ie x H
Ie x H
Ie x H
I e HWE
I e x
I ex
IW e H E
IW e H E
I we H E
Iwe H E
Iwe HE
I we HE
I we HE
I we x
Iwe HE
xe E
XC E
·IX E
IWC HE
R
R
R,
R
R
.R
R
Tx
JX
R
R
TX
R
R
R
R
R
R
R
R
R
R
R
TX
H R
H R
H TX
R
I 384.84-
390.21
I 395.59
400.96
406.33
411.71
I 417.08
422.46
427.83
I 433.21 Iwe HE R.
438.58
443,95 I we HE R
I' 449.33
454.70
460.08
465.45
I 410.82
476.20
481.57
I 4'86.95
,492.32
497.70
I 503.07 I we HE R
508.44
513.82
519.19 I we HE R
I 524.57 I WG iiE R
529.94 I we x R
535.32 Iwe x R
I· 540.69 I WGEH R
546.06 I we x R
551.44 I X X TX
556.81 xc E H R
I 562.19 IX E H TX
567.56 Iwe X R
572.94 IWC EH ' R
I 578.31
583.68
589.06
I 594.43
599.81
605.18
6-10.56 I we X TX
I 615.93 Iwe E H R
621.30 Iwe E H R
62-6._68 xc E H. TX
I 632.05 I we HE R
637.43
642.80
I 648._18
653.55
-658.92
664.3()
I 669.67
675.05
680.42
I 685. RO
691.17
696.54
1 701. 92
~
1 707.29
712.67
1 718.04
723.42
728.79
lWC HER
734.16
1 739.54
744.91 IWCH 'E "R
750.29
I: 755.66
761. 04
766.41
771. 78 I WC HE R
1 777.16
782.53 I WC HE R
787.91 I WC X R
I' 793.28
798.66
I we X R
I WC X R
804.03 I X EH R
I,
151. 92 154.99 158.07 161.14 164.22 167.29 170.37 173.4'4 176.52 179.5.9 182'.67
I NOT E S
1-GLOSSARY
1 I INVERT ELEVATION
C CRITICAL DEPTH
W WATER SURFACE ELEVATION
I H -HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X CURVES CROSSING OVER
B BRIDGE ENTRANCE OR EXIT
I y WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS 'AT A JUMP MAY NOT BE PLO'I1'ED EXACTLY
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DATE: S/ S/2000
TIME: 11:48
FOS1SP
WATER SURFACE PROFILE -CHANijEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) yeS) Y(6-) Y(7) Y(8). Y(9) yew)
DROP CODE NO TXPE PIERS WIDTH DIAMETER WIDTH
CD 1 4 LSO
((7
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F 0 5 1 5 P PAGE NO 3
WATER SURFAC~ PROFILE -TITLE CARD LISTING
HEADI~G LINE NO 1 lS-
SHELLEY PROPERTY UNITS 2 AND 3
HEADING LINE NO 2 IS -
STORM DRAIN LINEA4
HEADING LINE NO 3 IS -
1602
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F ° 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * *
UIS DATA STATION INVERT SECT
100.00 153.77 1
ELEMENT NO 2 IS A REACH "" "" *
U/S DATA STATION INVERT SECT N
105.25 154.50 1 0.013
ELEMENf NO 3 IS A SYSTEM HEADWORKS ""
,U/S DATA STATION INVERT SECT
106.25 154.58 1
NO 'EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
*
W S ELEV
0.,0,0
W S ELEV
0,00
PAGE NO 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00, o
** WARNING NO. 2 *"" -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS~ W.S.ELEV INV + DC
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LiCENSEE: Project Design Consultants F0515P
STATION
L/ELEM
INVERT
ELEV
SO
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN L7NEA4
1602
DEPTH
OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE.
'ENERGY
GRD.EL.
HF
SUPER
ELEV
CRITICAL
DEPTH
NORM DEPTH
HGT./
DIA,
BASEl
ID NO.
ZL
ZR
PAGE
NO AVBPR
PIER
* * *_* **_* '* *_* * * * * ** * *.* * * * * * * * * * *_**'*'* * * * * * * * ~ * * * * ** * * * * * * * * ** * * * * * * * * * ** * * * * * * * ** * * ** * ** * ** * * * * * * * * * ** * *** '* * i!"** * * * * * ** * * ** ** * ** *** * *-* * *
100.00' 153.77 0,507 154.277 4.8 9 .. 13 1.293 155.570 0.00 0.842 1.50 0.00 0.09 o 0.00
0.84 0.13905 .032487 0.03 0.350 0.0'0
100.84 153.89 0.523 154.41:0 4.8 8.74 1.187 I55.597 0.00 0.842 1.50 0.0'0 0.00 o 0.00
0.82 0.13905 .028657 0.02 0.350 0.00
101. 66 154.00 0.541 154.542 4.8 8.33 1:078 155.620 0.00 0.842 1.50 '0.0,0 0.00 o .0.00
0.69 0.13905 .. 025122 0.02 0.350 0.00
102.35 154.10 0.561 154.657 4.8 7.95 0.981 155.638 0.00 0.842 1:.50 0.00 0.00 00.60
0.59 0.13905 .022040 0.01 0.350 0.00
102.94 154.18 0.581 '. 154.759 4.8 7.58 0.893 155.652 0.00' 0.842 1.50 0.00 0.00 o· 0.06
0.56 0.1390;; .019333 0.01 0.350 0.00
103.44 154.25 0.602 154.850 4.8 7.23 0.811 155.661 0.00 0.842 1.50 0.00 0 .. 00 o 0.00
0.42. 0.13905 0.01 0.356 0.00
103.86 154.31 0.624 154.931 4.8 6.90 0.739 15;;.670 0.00 0.842 1.50 0.00 0.000 0.60
0.36 '0.13905 .. 014901 0.01 0.350 0.00
104.22 154.36 0 .. 647 155.003 4.8 6.58 0.671 155.674 0.00: 0.842 1.50 0.00 0,00 0' 0.00
0.29 0.13905 .013091 0.00 0.350 0.00
104.51 154.40 0.671 155.068 4.8 6.27 0.610 155.678 0.00 0.842 1.50 0.00 0.00 o 0.00,
0.24 0.13905 .011508 0.'00 0.356 '0.00'
104.75 154.43 Q.696 155.126 4.8 5.97 0.553 155.679 0.00 0.842 1.50 ,0 .. 00 0.00 o 0.00
0.19 0'.13905 .'010119 0.00 0.350 0.09
104.94154.46 0.722 155.179 4.8 5.69 0.503 155.682 0 .. 00 0.·842 1.50 0.·00 0,.00 o 0.00
0.14 0.13905 .008907 ,0.00 0.350 .0.00
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LICENSEE: Project Design Consu1t~nts FOS1SP
STATION
.L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UN+TS 2 AND 3
STORM DRAIN LINEA4
1602
INVERT DEPTH
ELEV OF FLOW
SO
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SUPER CRITICAL
ELEV DEPTH
NORM DEPTH
HGT/
DIA
BASE/
ID NO.
PAGE 2
ZL NO AVBPR
PIER
ZR
*************************************************************************************~**********************~**************~*******
105.0,8 154 .. 48 0.75Q· 155.226 4.8 5.43 0.458 155.684 0.00 0,.842 1.50 0.00 0,.00 0 0.00
0.10 0.13905 .007843 0.00 0.350 0.0.0
105.18 154.49 0.778 155.268 4.8 5.18 0.416 155.684 0 .. 00 0.842 1.50 0.00 0.00 0, 0.00
0.05 0.13905 .006913 0.00 0.350 0.00
105.23 154.50 0.809 155.306 4.8 4.94 0.379 15!1.685 0.00 0.842 1.50 0.00 0.00 0 0.00
0.02 0;13905 .006091 0.00 0.350 0.00
105.25 154.50 0.842 155.342 4.8 4.70 0.343 155.685 0.00 0.842 1.50 0,00 0.00 0 0.00·
10·6.25 154.58 0.842 155.422 4 .. 8 4.70 0.343 155.765 0.00 0.842 1.!?O 0,00· 0.00 0 0.00
I
SHELLEY PROPERTY UNITS 2 AND 3
I STORM DRAIN LINEA4
1602
I 100.00 .1 W e H E R
100.13
I 100 .. 26
100.38
100.51
I 100.64
Hio.77
100.89 I W e H E R
101.02
I 101.15
101.28
161.40
I 101.53
101.66,
101.19 I W e H E R
I 101.91
102.04
102.17
102.30
I 102.42 I W e ~ ,R
102.55
102.68
I 102.81
102 .. 93
103.06 I W e EH R
I 103.19
103.32
103.44 'I W e E H R
1'03.57
I 103.70
103.83
1'03.95 I W e E H R
I 104.08
104.21
104.34 'I W C E H R
104.46
I 104.59 I W e E H R
104.72
104.85 I W e E H R
I 104.97 I W e E H R
1.05.19 I W e E H R
105 .. 23 I W' e E H R
I 105.36 I we E H . R
105 . .48 I X E H R
105.61,
105.74.
I 105.87
105.99
106,.12
I 106.25 I -x E H R
I 153.77 1'54.00 154.23 154.46 154.69 154.93 155.16 155.39 155.62 155.85 156.Q8
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NOT E S
2. GLOSSARY
I = INVERT ELEVATION
C = CRITICAL DEPTH
W = WATER SURFACE ELEVATION
H = HE+GHT OF CHANNEL
E = ENERGY GRADE LINE
X = CURVES CROS~ING OVER
B = BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A JUMP'MAY NOT BE PLOTTED EXACTLY
I DATE:
TIME:
I
5/ 5/2000
11:57
F051:5P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CRN NO OF AVE PIER HEIGHr 1 BAsE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y'(8) Y(~)' Y(lO)
DROP I CODE NO TY,PE PIERS WlPTH DIAMETER WIDTH
CD 1 4 1.50
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I F 0 5 1 5 P 'I?AGE ·NO 3
WATER SURFACE PROFILE -TITLE CARD LISTING
I HEADING LINE NO i IS -
I SHELLEY PROPERTY UNITS 2 AND 3
HEADING LINE NO 2 IS -
I STORM DRAIN LINEAS
I HEADING LINE NO 3 IS -
1602
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT·CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATIQN INVERT SECT
100.00 153.77 1
ELEMENT NO 2 IS A REACH * *
U!S DATA STATION INVERT SECT
131.25 154.09 1
ELEMENT NO 3 IS A SYSTEM HEADWDRKS
U/S DATA STATION INVERT SEC'l:
132.25 154.17 1
NO EDIT E~ORS ENCOUNTERED-COMPUTATION IS 'NOW BEGI~ING
*
*
N
0.013
*
W S ELEV
0.00
WSELEV·
0.00
PAGE NO 2
RADIUS ANGLE ANG PT MAN. H
0:.00 0.00 0.00
** WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT I?LEVATION IN HDW~S, W.S'.ELEV INV + DC
.1
F0515P II LicENSEE: Project Design Consultants
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3 I
I 'STATION
L/ELEM
STORM DRAIN LINEA5
1602
INVERT' DEPTH
ELEV OF FLOW
SO
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SUPER CRITICAL
ELEV DEPTH
NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 1
ZL NO A~PR
PIER
ZR I * * ** * * * ** ~ ** *** * * * * * * * * *** * ** * ** * ** * * * ~ * * * ** *'. * * * * * * * ~ ** * * * * ** * *,* *-* * * * '* * * ** * * * ** * * * * * * **** ** * ** * * * -* * *?:* ~-* **"!t * * *"Ir * ** ** .• * * *** * ** *.* * ~ *
I 100.0<) 153.77 1.110 154.880
5.2,0 0.01024
9.5 6.78 0.713
.010152
155.593
0.05
0.00 1.1:91
1.ilo
1.56 0.00 0.00
0.00
o
I 105.20 153.82 1.110 154.933 9.5 6.78 0.713 155.646 0.00 1.191 1.56 0.00 0.,00 o 0.00
20.30 0.61024 .009903 0.20 1.110 0.00
I 125.50 154.03 1.134 155.165 9.5 6.63 0.682 155.'847' 0.00 1.i91 1.50 0.00 0.00 0.00
5.7.5 0.01024
131..25 154.09 1.191 155.281 I 9.5
.009172
6.31 0.619
,0.05
155.900 0.00 1..1:91
1.110
1.50
0'.00
0.00 0.00 o 0.00
I 132.25 15'4.17 1.191 155.361 6.31 0.,619 155.980 0.00 1.191 1..50 0.00 0,.00 o 0.00
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SHELLEY PROPERTY UNITS 2 .AND 3
STORM DRAIN LINEA5
I 1602
I 100.00 .1 W C H E R
100.66
I iOl.32
iOl. 97
102.63
103.29
I 103.95
104'.61
105.27 I w' e H E R
I 105.92
10q.58
107.24
I 107.90
108.56
109.21
109.87
I 110.53
111 .. 19
111.85' I, 112.51
113.16
113.82'
I 114.48
115.14
115.80
116.4:;
I 11:7.11
117.77
118.43
I 11~. 09
119.74
120·.40
I 121,.06
121.72
122.38
123.04
I 123.69
124 .. 35
125.01
I 125.67 I !'I e tI E R
126.33
126.98
I 127.64
128.30
128.96
129.62
I .'1:30.28
130.93
13i. 59 I X H E It
I 132.25 I ..x H E .R
....
153.77 153. ~9. 154.21 154.43 154.65 1:54.87 155.10 155.32 155.54' 155.76 155.98
I I\Y
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2.
I
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I
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I
T E S
GLOSSARY
I = INVERT ELEVATION
C = CRITICAL DEPTH
W WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X CURVES CROSSING OVER
B BRIDGE ENTRANCE OR EXIT
¥= WALL ENTRANCE OR EXIT
STATIONS FOR POINTS AT A JUMp ~Y NOT BE, PLOTTED EXACTLY
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2+26.80
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1+33.34 3. .~
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IE 119.91 R
6.=11'28'
2,1+15.37
1£ 119:65 R ,: , .
1+00.00
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1+31.77
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1+32.77
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1£ 129. t3 R
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1£ 128.96 TS
4+40.62
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If 120.15 R(16 '1) 4+55.17
6.= 13"42'
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6.= 03°33'
34+00
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",1+00.00
1E 141.40 SO
2) 1+05.25,
IE 142.59 R
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1£ 142.67 SH
0=5.0 cfs
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0=11.7 cfs
01+76.18
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01+75.18
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SHELLEY PROPERTY -UNITS 2 AND 3
LINE B
(SHEET 1 OF 2)
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:1 W5PGU201.dwg 87167004:(9:31 pm PST
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DATE: 5/ 4/2000
TIME: 10:30
CARD SECT CllJ'l
CODE NO TYPE
CD 1 4
F0515'P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AVE PIER HEIGHT J.
PIERS WIDTH DIAMETER
1.50
BASE
WIDTH
ZL ZR INV
DROP
Y(l-) Y(2) '1(-3) Y(4)' 'l(5)
PAGE
Y(6) Y(7) Y(8) Y(9) Y('10)
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE PROFILE -TITLE CARD LISTING
HEADING LINE NO 1 IS -
I SHELLEY PROPERTY -UNITS 2 AND 3
I HEADING LINE NO 2 IS -
STORM DRAIN LINEBl
I HEADING LINE NO 3 IS -
1424.2
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARn LISTING
ELEMENT NO l'IS A SYSTEM OUTLET * *
U/S DATA STATION INVERT SECT
100,00 160.38 1
ELEMENT NO 2 IS A REACH * '* *
u/S DATA STATION INVERT SECT N
131.25 160.76 1 0.013
ELEMENT NO 3 IS A SYSTEM HEADWORKS *
u/s DATA STATION INVERT SECT
131.25 160.84 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
*
W S ELEV
0.00
W S ELEV
0.00
PAGE NO 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
** WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS LE$S THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV ~ INV + DC
I LICENSEE: Project Design Consultants F0515P .PAGE 1
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNJTS 2 AND 3
STORM DRAIN LINEB:1 I
1424.2
INVJ?RT DEPTH W .. S. Q VEL VEL ENERGY SUPER CRITICAL RGT/ BASE/ ZL l'l9 AY.BPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER I STATION
S0 SF AVE HF NORM DEPTH ZR I L/ELEM
*_ * * * * * * * * * * * * * * * * * * * * * ** * * * **** * * *** * *"fc **** * * *-* * ** * ** * * * * * * * * * * * * * * * * ** * * * *-** * ** * * * ** * * * * * * * * * * * *-* * * *-* * * * * ** * * * *** * * *** *-* * * ** ** * * * *
I 1.00.00 160, .. 38 0.654 161.034 4.4 5.95 0.549 161.58:? 0,00 0.805 1.50 0.00 6.0.0 '0 0 .. 00
12.26 0.01216 .010922 0.13 0.640 0.00
I 112.26 160.53 0.667 161.196 4.4 5.79 0.520 161.71.6 0.00 0.8'05 1.56 0.00 0.00 0' 0.00
I 9.81 0.01216
i22.07 160.65 0.692 161..340
.009884 0.10 0.640 0.00
4.4 5 . .52 0.473 161. 8-13 0.00 0.805 1.50 0.00 0.00 0 0.00
I 4.90 0.01216
126.97 160'.71 0.718 161.426
.008692 0.04 '0.640 0.00
4.4 5,.26 0.430 161. 85'6 0.06 0:805 1..50 0.00 0.00 0 0.00'
I 2.68 0.01216 .0076:48 0.02 0.640 0.00
129.65 160.74 0.745 161.486 4.4 5.02 0.391 161. 877 0.00 0,,805 1.50 0.·00 0.00 0 0 .• 00
I 1.21 0.01216 .006736 0.01 0.640 0.00
130.86 160.75 '0.774 161.529
0.39 0.01216
I 4.4 4.78 0.355 :1:61.884 0.00 0.805 1,50 0.00 0 .. 00 0 0.00
.005926 0.06 0.640 0.00
I 131.25 160.76 0.805 161.565 4.4 4.55 0.322 161. 887 0.00 0.805 1.50 0:00 0.00 0 0.00
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SHELLEY PROPERTY -UNITS 2 AND 3
·1 STORM DRAIN LINEBl
1424.2
I 100.00 . I W e E H R
lOO.64 I 101.28
101..91
102,.55
I 103.19
103.83
104.46
I l05.10.
105.74
106.38
107.02
I l07.65
108 .• 29
108.93
I 109.57
110.20'
110.84
I 111.48
l12.12
112.76 r w e E H R
113.39
I 114.03
1'14.67
11'5.31
I 115.94
116 .. 58
117.22
I 117.86
118.49
119.13
119.77
I 120.41
121 .. 05
121. 68
I 122.32 I W e E ,H R
122.96
123.60
I 124.23
124.87
125.5l
126.l5
I 126·.79
127.42 I W e E H R
128.06
I 128.,70
129.34
129.97 I W e E H R
130.61
I 131.25 I we E H R
I 160.38 160.57 160.76 160.94 161.13 161.32 161.51 161 .• 70 161. 88 162.07 162.26
10(..
I
I NOT E S
1-GLOSSARY
I = INVERT ELEVATION
I c = CRITICAL DEPTH
W= WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
I X CURVES CROSSING OVER
B BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
I 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
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DATE: 5/ 4/2000
TIME: 10,:47
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF ,AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH
ZR INV Y(l) Y(2) Y(3) Y(4') ¥(5) Y(6) Y(7) yeS) Y(9)' Y(10)
DROP
\0)'
I F 0 5 1 5 P PAGE NO :l
I WAT?R SURFACE PROFILE -TITLE CARD LISTING
HEADING.LINE NO 1 IS ~
I' SHELLEY PROPERTY -UNITS 2 AND 3
HEADING LINE NO 2 IS ~
I STORM DRAIN LINEB2
I HEADING LINE NO 3 IS -
1424.2
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ELEMENT NO 1
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I ELEMENT NO :3
I NO EI;>IT ERRORS
** WARNING NO.
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F 0 5 1 5 P
WATER SURFAeE PROFI-LE -ELEMENT CARD LISTING
IS A SYSTEM OuTLET
u/s DATA STATION
100.00
IS A REACH ..
u/S DATA STATION.
105.25
IS A SYSTEM HEADWORKS
uls DATA STATION
106.25
ENCOUNTERED-COMPUTATION IS
INVERT SECT
160.38 1
INVERT SECT
161.21 1
INVERT SECT
161.29 l
NOW BEGINNING
*
*
N
0.013
W S ELEV
0.00
W -S ELEV
0.00
PAGE NO
RADIUS ANGLE ANG 1'T MAN-H
0.00 o.op 0.0.0 o
2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W. S . ELEV .. INV + DC
\\0
I LICENSEE: Pro.j ect Design Consul·tants F0515P
I
I STATION
L/ELEM
WATER SQRFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB2.
1.424.2
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEllO
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BASE/
ID NO.
PAGE 1
ZL NO AVBPR,
PIER
ZR I * * * * * * * * * * ** * *_* * * * * ** * ** * * * * ** * * * * * * * * * * * * * *_* * * * * * * * ** **w * * * * * * * * ***** * * * * * * * * * * ** ~ * * * * * * * * * * * * *-* * *** * * * * * * * * * * * * ** * * *** * * * * * * * * * * *
100.00 160.38 ·0.645 161..025 7.4 10.18 1. 609 162.634 0.00 1. 05.4 1.50 0.00 '0.00 o 0.00
0.59 0.15810 ,032306 0.02 0.430 0· .. 00
I 100.59 160.47 0.659 161.132 7.4 9.89 1.520 162.652 0.00 1.054 1.50 0.00 0.00 o 0.00
I 101.47 160.61
0.88 0.158·10
0.683 16:)..296 7.4
.029160
9.43 1.380
0.03
162.676 0.00 1.054
0.430 0.00
1.50 0.00 '0.00 0.00
I 0.75 0.J.5810 .025636 0.02 0.4'30 0.00
102.22 160.73 0.709 161.4'41 7.4 8.99 1.255 162.696 0.00 1. 054 1.50 0.00 0.00 o
I 0.65 0.15810 .022-562 0.01 0.430
I
102.87 160,83
0 .. 5.5 0.158rO
0.736 161. 569 7.4 8.57 1.142
.019864
162.711
O.OJ.
0 .. 00 1.·054
0.430
1.5'0 0· .. 00 0.00 o 0.00
0.00
I 103.42 160.92 0.764 161.684 7.4 8.18 1. 038 162.722 0.00 1.054 l.50 0.00 0.00 o 0.00
9.46 0.1581Q .017496 0.01 0.430 0.00
I 103.88 1.60.99 0.793 161.786 7.4 7.80 0·.944 162.730 0·.00 i.·P54 1..50 0.00 0.00 0.00
0.38 0.:).58io .015422 0.01 0.430 0.00
I 104.26 161.05 0.824 161. 878 7.4 7.43 0\ 857 ;1.62.735 0.00 1..054 1..50 0.00 0.00 o 0'.00
I 0.31 0.15810 .013614 0.00 0.430 0.06
104.57 161.1.0 0.857 1.61...960 7.4 7.09 0.780 162.746 0.00 1.054 1.50 0.00 0.00. 9 0.·00
I 0.25 0.15810 .012036 0.00 0,430 . 0.00
104.82 1.61.14 0.892 16:?034 7.4 6.76 0.709 162.743 0.00 1.. 054' 1.'50 0.00 0.00 o 0.60
I 0.1.9 0.15810 .010649 0.00 0.430 0.00
I Hi5.01 161.3,7 0.928 162.1.01 7.4 6.44 0.644 1.62.745 0.00 1..054 1.50· 0 .. 00 0.00 o 0.00
0.1.3 0.15810 .009436 0.00 0.430 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY ~ UNITS 2 AND 3
STORM DRAIN LINEB2
1424.2
INVERT DEPTH
ELEV Of FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEP'P'H
SO SF AVE HF NORM ,DEPTH
HGTI
DIA
BASEl
ID NO.
.PAGE 2
ZL NO AVBPR
PIER
ZR
**********************************************************************************************************w**********~**~**********
105.14 161.19 0.997 162.160 7A 6.14 0,586 162.746 0.00 1.054 1.50 0.00 0.00 0 0.00'
0.09 '0.15810 .0083·77 0.00 0.430 '0.00
1,05.23 161.21 1. 008 162.214 7.4 5.85 0.532 162,746 0.00 1.054 1.50 0 .. 00 0.00 0 0.00
0.02 0.:15810 .00:7446 0.00 0.430 0.00
105.25 161.21 1,054 162.264 7.4 5.58 0-.483 162.747 0.00 1.054 1.50 0.00 0.00 a 0.00
106.25 161.29 1.054 162.344 7.4 5.58 0.483 162.827 0.00 1.054 1.50 0.06 0.00 a Q.OO
I
SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB2
1424.2
I 100.00 .1 W C H E R
I 100 . .13
100.26
J:00.38
100.51
I 100.64 I W C H E R
100.77
100.8·9
I 10L02
101.15
101.28
I ~01.40
101.53 I W C H E R
101. 66
101. 79
I 101. 91
102.04
102.17
I 102.30 I W C H E R
102.42
102.55
102.6B I 102.81
102.93 I W C H E R
103.06
I 103.19
103.32
1.03.44 I W C H E R
I 103.57
103.70
103 .• 83
103.95 I W C H E R
I 104.0B
104 .. 21
104.34 I W C H E R
I 104.46
104.59 I w C H E R
·104.72
·1 104.85 I W C H· E ~
104.97
105.10 I W C H E R
105.23 I W ·C II E R
I 105.36 1 we I;E R
105.48 ;r X HE R
105.61
I 105.74
lQ5.87
105.99
I 106.12
10.6.25 I X HE. R
I 160.38 160.62 160.1)7 162..11 161.36 161.60 1ql. 85 162.09 162.34 162.58 162.83
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N·O T E S
1. GLOSSARY
r = INVERT ELEVATION
C = CRITICAL DEPTH
W WATER SURFACE ELEVATioN
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X CURVES CROSSING OVER
B = BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A·JUMP MAY NOT BE PLOTTED EXACTLY
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DATE: 5/ 4/2000
TIME: 14:14
CARD SECT CHN
CODE NO TYPE
GD 1 4
CD 2 4
CD 3 4
CD ,4 4
CD 5 3
F0515P
WATER SURFACE PROF1Ll? -CHANNEL DEFINl'TIONLISTING
NO OF AVE PIER aRIGHT 1
PIERS WIDTH DIAMETER
1.50
2.pO
2.50
3,.00
0 0.00 10.00
BASE
WIDTH
4.00
ZL ZR
0.00 0.00
1NV
DROP
0.00
l\~
Y(l) Y(2) Y(3) Y(4)
PAGE 1
Y(5) Y{.6) Y(7) Y(8) Y(9) Y(lO)
I F 0 51? P PAGE NO 3-i
I WATER SURFACE PROFILE -TITLE CARD LISTING
HEADING LINE NO i IS -
I SHELLEY PROPERTY -UNITS 2 AND 3
HEADING LINE NO 2 IS -
I STORM DRAIN LINEB3
I HEADING LINE NO 3 IS -
1424.20
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1-
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ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
FOS15P
WATER"SURFACE PROFILE -ELEMENT CARD LISTING
1 IS A SYSTEM OUTLET
U/s DATA
2 IS A REACH
U/S PATA
STATtON
100.00
*
STATION
131.77
3 IS A TRANSITION *
U/S' "DATA STATION
INVERT SECT
116.00 4
*
INlfERT SECT
116.80 4
*
INVERT SECT
132.77 116.88 5
4 IS A REACH * * *
u/S DATA STATION INVERT SECT
134.77 11 7.05 5
5 IS A TRANSITION *
u/s DA':['A STATION" INVERT SECT
135.77 117.13 4
6 IS A REAqI
U/S DATA
7 IS A REACH
U/s DATA
*
*
STATION
275.58
*
INVERT SECT
118.75 4
*
INVERT SECT
118.03 4
*
*
N
0.013
N
0.013
N
0.013
N
0.013
til
0.013
N
0.013
W S ELEV
0.00
PAGE NO :2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 o
RADIUS ANGLE ANGPT MAN H
0.00 26.22
RADIUS ANGLE
0.00 0.00
0.00, o
ANG PT :MAN H
0.00 0
THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING
ELEMENT NO 8 IS A TRANSITION * *
u/S DATA STATION INvERT SECT
276.58 119.05 5
ELEMENT NO 9 IS A REACH' * *
u/S ;DATA STATION INVERT SECT
5
ELEMENT NO 10 IS A TRANSITION * * *
UIS DATA STATION INVERT SECT
279.58 119.53 4
N
0.013
N
0.013
N
0.013
WARNING -ADJACENT SECTIONS ARE NOT IDENTICAL -:SEE SECTION NUMBERS AND CHANNEL DEFINITIONS
ELEMENT NO 11 IS A REACH * * *
u/s DATA STATION INVERT SJ;:C:T
281. 08 119.62 3
ELEMENT NO 12, IS A TRANSITION * *
u/s DATA STATION INVERT SECT
282.08 119.68 5
"* * * * ELEMENT NO 13 IS A JUNCTION
u/s DATA STATION
283.08
INVERT SEc:r LAT-l LA':['-2
119.74 5 2
\\ 7,
N
0.013
N
0.013
N
0.013
*
Q3
18.2
Q4
0.0
RADIUS ANGLE J1,NG PT MAN H
0.00 0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0;00
*
INVERT-3 INVERT-4
119.96 0'.90
0.00
*
PRI 3
72.315
0.00
PHI 4
O.qo
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 14 IS A REACH * *
u/S DATA STATION INVERT SECT
284.08 119.79 5
ELEMENT NO 15 IS A TRANSITION * *
u/s DATA STATION INVERT SECT
ELEMENT NO 16 IS A REACH
u/s DATA
ELEMENT NO 17 IS A REACH
u/S DATA
ELEMENT NO 18 IS A TRANSITION
U/S DATA
ELEMENT NO 19 IS A REACH
285_08 119.85 3
STATION INVERT SECT
2·90.34 120.15 3
* *
STATION INVERT SECT
440.62 128.88 3
*
STATION INVERT SECT
441.62 128.96 5
*
u/s DATA STATION INv?RT SECT
443.62 129.13 5
*
*
*
ELEMENT NO 20 IS A TRANSITION * *
u/s DATA STATION INVERT SECT
444,62 129.21 3
ELEMENT NO 21 IS A REACH * *
U/S DATA STATION . INVERT SECT
455.17 129.82 3
ELEMENT NO 22 IS A REACH * * *
viS DATA STATION INVERT SECT
474;.64 130.95 3
ELEMENT NO 23 IS A REACH * *
u/S DATA STATION INVERT SECT
605.66 138.57 3
ELEMENT NO 24 IS A TRANSITION
U!S DATA
*
STATION
606.66
*
*
INVERT SECT
138.,69 ,5
*
*
*
* * ELEMENT NO 25 IS A JUNCTION
U!S DATA S'l'ATION
607.66
INVERT SECT ~T~l LAT-2
138.82 5 1 1
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
*
Q4
1.7 Ii.. 0
PAGE NO 3
RADIUS ANGLE ANG PT ~. H
0.00 0'.'00 0.00 o
RADIUS ANGLE ANG PT . MAN H
0.00 13.42 0.09 o
RADI~S ANGL~ ANG PT ~ H
0.00 0.00 0.00 o
RADIUS ANGLE' ANG PT MAN H
0.00 0.00 O.QO o
RADIUS ANGLE ANG PT MAN H
0.00 3.33 0_00 o
RADIUS ANGLE ANG PTMAN H
0.00 0.00 o
RADIUS ANGLE ANG PT ·MAN H
0.00 0.00 0.00 o
* *
INVERT~3 INVERT-4 'PHI 3 PHI 4
77.51 139.57 139.57 45.15
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FQ51:5P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 26 IS A REACH
U/s DATA STATION
60B.66
.ELEMENT NO 27 IS A TRANSITION *
uls DATA STATION
609.66
INVERT
13B.94
*
SECT
?
INVERT SECT
139.07 2
ELEMENT NO 28 IS A REACH
U!S DATA
* * *
ELEMENT NO
STATION INVERT SECT
799.97 1:50.614
29 IS A TRANSITION ., ,
U/S DATA STATION
800.97
* *
INVERT SECT
150.69 5
ELEMENT NO 30 IS A REACH * *
u/s DATA STATION INVERT SECT
ELEMENT NO 31 IS A TRANSITION
u/S DATA
ELEMENT NO 32 IS A REACH
u/s DATA
B02.97 150.B6 5
STATION'
B03.97
STATION
936.1:7
*
INVERT SECT
150.94 2
*
INVERT SECT
159.55 2
*
ELEMENT NO 33 IS A TRANSITION * * *
u/S DATA STATION INVERT SECT
937.17 159.63 5
ELEMENT NO * * 34 IS A JUNCTION
U/s DATA STATION
93B.17
INVERT SECT LAT-1 LAT-2
ELEMENT NO 35 IS A REACH
u/S DATA
EL?M?NT NO 36 IS A TRANSITION
U/S DATA
ELEMENT NO 37 IS A REACH
U/S DATA
159.71 5 1 1.
*
STATION
939.17
*
STATION
940.17
* *
INVERT SEC'):'
159.79 5
* *
INVERT SEct
159.BB 2
* * *
STATION INVERT SECT
1:002.46 1:63,.94 2
\ I)
N
0.01:3
N
0.013
N
0.013,
N
0 .. 013
N
0,.013
N
0.013
N
0·.013
N
0 .. 013
N
0.013
'N
0.013
N
'0.013
*
Q3 Q4
4.2 6.9
PAGE NO 4
RADIUS
0.00
ANGLE ANG PT MAN H
0.00' 0.00 0
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
RADIUS -/lliGLE ANG PT MAN H
0.00 6.00 ~.oo 0
INVERT-3 INVERT-4' PHI 3
160.38 160.~B 55.27
*
PHI 4
90.00
RADIUS ANGLE ANG PT '~H
0.00 0.00 0.00 0
RADIUS ANG~ ANG PT MAN H
0.00 0.00 0'.00 o
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 3B IS A REACH
u/S DATA
ELEMENT NO 39 ~S A REACH
STATION
1020.BO
*
. INVERT SECT
165.13 2
U/S DATA STATION ~NVERT SECT
121B.9B 17B.03 2
ELEMENT NO 40 IS A TRANSITION *
u/s DATA STATION INVERT SECT
1219.9B 17B.l1 S
*
ELE~NT NO 41 IS A REACH
U/s DATA
* *
STATION
1221. 9B
ELEMENT NO 42 IS A TRANSITION *
U/S DATA STATION
1222.9B
ELEMENT NO 43 IS A REACH
u/s DATA
ELEMENT NO 44 IS A REACH
uls DATA
ELEMENT NO 45 IS A REACH
*
STATION
133B.21
*
STATION
13BO.60
u/s DATA STATION
INVERT SECT
17-B.2B 5
*
INVERT SECT
17B.36 2
* *
INVERT SECT
1B0.49 2
* *
INVERT SECT
1B1.2B 2
* *
INVERT SECT
1453.27 IB2.63 2
ELEMENT NO 46 IS A TRANSITION * *
U/S DATA STATION INVERT SECT
1454.27 IB.2.71 5
ELEMENT NO 47 IS A REACH
U/S' DATA STATION
1456.27
ELEMENT NO 4B IS A TEANS,ITION *
* *
INVERT SECT
1B2.BB 5
* *
U/S DATA STATION INVERT SECT
1457.27 182.96 2
ELEMENT NO 49 IS .A REACH
U/S DATA
*
STATION
1472.84
ELEMENT NO 50 IS A REACH *
u./s DATA . STATION
168.7.56
ELEMENT NO 51 IS A TRANSITION *
u/s D~TA STATION
1688.56
* *
INVERT SECT
183.14 2
* *
INVERT SECT
185.58 2
* *
INVERT'· SECT
185.66 5
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
0 .. 013
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
\y.9
PAGE NO 5
RADIUS ANGLE lING PT' MAN H
.0.00 4.,55 0.00 '0
RADIUS ANGLE ANG PT MAN·H
0.00 Q.OO O.QO 0
RADIUS· ANGLE ANG PT MAN H
0.00 0.00 0.00 o
RADIUS ANGLE ANG .PT MAN H
0.00 0.00 0.00 o
RADIUS ANGLE ANG PTc MAN H
O.OQ 13.00 0.00 o
0.00 .0.00 0 .. 00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
RADIUS ANGLE ANG Pl' 'MAN H
0.00' 15 .. 07 0.00 o
RADJ;US ANGLE ANG PT MAN H
0.00 0.00 0.00 o
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F0515P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
* * ELEMENT NO 5'2 IS A JUNCnON
U/S DATA STATION
1689.56
INVERT SECT LAT-1 LAT-2
185.74 5
ELEMENT NO 53 IS A REACH *
U/S DATA STATIoN INVERT SECT
1690.56 185.82 5
E;LEMENT NO 54 IS A TRANSITION * *
u/s DATA $TATION INVERT SECT
1691.56 185.91 . 2
ELEMENT NQ 55 IS A REACH * * *
u/s DATA STATION INVERT SECT
1776.08 187.55 2
ELEMENT NO 56 IS' A SYSTEM HEADWORKS
ulS DATA STATION
*
INVERT SECT
1777.08 187.63 2
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
1 o
N
0.013
N
0.013
N
0.013
N
0.013'
*
Q3 Q4
2.2 0.0
*
INVERT-3 INVERT-4
186.41 0.00
PHI 3
90.00
PAGE NO
PHI 4
,0.00
6
RADIUS ANGLE ANG PT MAN H
W S BLEV
0.00
0.00 '0.00 0.00 o
RAPIUS ANGLE ANG, PT MAN H
0.00, 5.57 0.00, o
** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + Pc
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS Q AND 3
SrORM DRAIN LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW
·W.S.
EJ,.EV
Q VEL VEL
HEAD
'ENERGJ
GRD,EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
m:A
BAS~/
ID NO.
PAGE 1
ZL NO AVBPR
PIER
ZR I ** * * * * * * * * * * * * * * * * * * *** ** * * ** ** * * * * * **** * * * ** * * * * * *-* *** * * * * * * * ** '* * ** * * * ** * * * * * * * * * * * * * * * * * ** * l' * * *-jr ** * * * * * ** *.**** ** * * ** * ** ** ** * ** * * *
I 100.00 116.00
7.59 0.02518
]. .. 842 117.842 59.1 12.99 120.461
0.12
0.00 2.486
1,.60.1
3 .. 00 0.00 0.0'0
0.00
2.619
.015818
o 0.00
I 107.59 116.19 '1.873 118.064 59.1 12·73 2.516 120.580 0.00 2.486 3 .. 00 0.00 0.00 a 0.00
14.07 0.02518 .014545 0.20 1. 601 0 ... 0.0
I 1:21.66 lJ.6.55 1.952 118.498 59.1 12.14 2.287 120.785 0.00 2.486 3.00 0.00 0.00 a 0.00
I 1·0.lJ. O. 0251!l
231.77 116.80· 2.036 118.836
0.23
120.915 0.00 2.486
1.60.1
3.00
0.00
0.00 0.00
.012921
2.079 59.1 11.57 o 0.00
I· TRANS STR 0.08000 .019748 0.02 0.06
132.77 116.88 1.017 117.897 59.1 14.53 3.277 121.174 0.00 1.893 10.00 4 .. 00 0.00 0.00
2.00 0.08500 .026516 0.05 0.690 0.00
I 134_77 117.05
TRANS STR 0.08000
1.039 118'.089 121.229
0.02
0.00 1.893 to.OO 4 .. 06 0.00
0.00
59.1 14.22 3.140·
.019524
o O. DO'
I 235.77 lJ.7.23 1.969 119.099 59.1 12.02 2.242 121. 341 0.00 2.486 0 .. 00 0.00 o o. ~O .
119.11 0.02360 • 012701 1.51 1.955 0.00
I 254.88 118.75 2.'043 120.793 59.1 11.53 2.063 122.856 0.00 2.486 3.00 0.00 0.00 o 0.00
1.97 -.03478 I 256.85 118.68 1.976 120.657 59.1:
0.02
122.'881 0.00 2 .. 486
0 .. 000
3 .. 00
0.·00 .01:2634
11 .. 97 2.224 o 0.00
I 2.92 -,034·78 .014050 0.·04 0.000 0.06'
259.77 118.58 1. 89~ 120 .476 59.1 12.55 2 .. 447 122.923 0.00 2.486 3.00 0.00 0.00 6
I 3.33 -.03478 .015838 0.05 . 0.000 0.00
263.10 118.46 I 3.76 -.03178
1.82.0 120.284 59.1 122.975
0.07
0.00 2.486
0.000
3.00 0.00 0.00
0.00 .017884
a 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW
W'.S.
ELEV
Q VEL VEL
HEAD
ENERGY SUPER CRITICAL
GRD. EL. ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BASE/
ID NO.
PAGE 2'
ZL NO AVBPR
PIER
ZR
* ** * * *,* * * ** * * * * * * * * ** * * * * **** * * * * * * * * * * * * * ** * * ** * * * * * * * * * * ** ** * * * *** * * * * *** * * * * * * * **-** * * * ** * * * * * ** ~ * * *"* * * * ** 11: * *-* * ** ** **** l' * *.; * * * * * *
266.86 118.33 1.749 120.082 59.1 13.81 2.961 123.043 0.00 2.486 '3.00 0.000.'00 o
4.17 -.03478 .020226 0.08 0.000 0.00
271.03 118.19 1. 682 119.870 59,.1 14.48 3.257 123.127 0.00 2.4,86 3.00 0.00 0.00 o 0.00
4.55 -.03478 .022908 0.10 0.000 0.00
275.58 H8.03 1. 619 H9.649 59.1 15.19 3.582 123.231 0.00 2.48'6 3.00 0.00 0.00 o 0.00
TRANS STR 1.02000 .025489 0.03 0.00
276.58 119.05 1. 026 120.076 -59,.1 14.40 3.220 123.296 0.00 1. 893 10.00 4.00 0.00 o '0.00
0.50 0.18000 .026092 0.01 0.540 0.00
277 .. 08 1:19.14 1. 041 120.182 59.1 14.19 3.128' 123.310 0.00 1.893 ;10.00 4,.00 0.00 o 0:00
1.50 0.18000 .023913 0.04 0.540 0.00
2'78.58 119.41 1. 092 120.502 59.1 1.3.53 2.844 123.346 0.00 1. 893 10.00 4.00 0.'00 o 0.,00
TRANS STR 0.12000 .016009 0.02 0.00
279.58 Il9.53 2.221 .12l.751 59.1 12.83 2.554 124.305 ,0.00 2.387 2.5'0 0.00 0.00 o 0.00
1.50 0.06000 .018259 0,.03 1.380 0.00
281. 08 119.62 2.387 122.007 59'.1 12.24 2.325 124.332 0.00 2.387 2.50 0.00 0,.00 o 0,.00
TRANS STR 0.06000 .009249 0.01 0.06
282.08 119./i8 4.127 1240407 59.1 3.13 0.152 124.559 0.00 1.893 10.00 4.00 0.00 o 0.00
JUNCT STR 0.06000 .000349 0,00 0.00
283.08 119.74 4.774 124.514 40.9 2.14 0.071 124.585 0.00 1.-481 1'0.00 4.00 0.00 o 0.00
1.00 0.,05000 .000225 0.00 0.645 0.00
284.08 119.79 4.723 124.513 40.9 2.17 0.073 124.586 0.00 1.481 10.,00 4.00 0.0'0 o 0.00
TRANS' STR 0.06000 6.00
I LICENSEE: Project Design Consultants F0515P
I
I,' STATION
L/ELEM
WATER SURFACE PROFILE ~ISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BASEl
ID NO.
PAGE 3
ZL 'NO AVBPR
PIER
ZR I *******************~******************~***************~*****~**********************************************************************
I 285.08 1,19.85
5.26 0 :05703
1.125 120.975 40.9 19'.10 126.642
0.30
0.00 2.148
1.125
2 . .50 5.667
.057390
0'.00 0.60 ,0 0.00
0.00
I 290.34 120.15 1.125 121.275 40.9 19.10 5.667 126 .. 942 0.00 2.148 2.50 0.00 0.00 o 0·90
58.55 0.05809 ,056897 3.33 1.:1,20 O. ~o'
I 348.89 123.55 1.129 124.680 40.9 18.98 5 . .593 130.?73 0.00 2.148 2.50 0.00 0.00 0 0.00
I 91. 73 O. 0580~
440.62 128.88 1.172 130.052
4.86
135.138 2.,148
1.120
2.50
.053016
40.9 18,.10 5.086
0.00
0.60 0.00 o 0.00
I TRANS::;TR 0.080,00 .071587 0'.07 0.60
441.62 128.96 0.525 129.4'85 40.9 19.48 5.890 135.375 0.00 1.481 10.00 4.00 0.00 0' 0.00
I 2.00 0.08500 .093779 0.19 9.541 0.00
I 443.62 129.13
TRANS STR 0.08000
0.524 129.654 135.561
0.07
0.00 1.481 10.00 40.9 19.50 '5.907
.073557'
4.00 0.00 0 0.00
0.00
I 444.62 129.21 1.150 130.360 40.9 18.56 5 .. 347 135.707 0.00 2.148 2.5'0 6.00 0.00 o 0.06
10.55 0.Q5782 .052733 0.56 1.121 0.00
I 455.l'7 129.82 1.154 130.974 40.9 18.47 5.294 13'6.268 0.00 2.148 :L50 0.00 0.00 '0 0.00
19.47 0.05804 .051426 1. 00 1..120 0.00
474.64 130.95 1.166 132.116 40.9 18.22 5.1:54 137.270 0.00 2.148 0.00 0.00, 0 0.00
I 25.33 0.05816 .048858 1.24 ' 1.120 0.00
499,.97 132.42 1.,189 133.612 40.9, 17.77 4.902 138.514 0.00 2.148 2.50' o~oo 0,.00 o 0.00
I 29.14 0.05816 .044378 1.29 1..120 0.00
I 529.11 134.12
18,.71 0.05816
:1,.233 135.351 139.808
0.73
0.00 2.148'
1.120
2.50 40.9 16.94 4.457
.039069
0.,000.00 0.00 o
0.00
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LICENSEE: Project Design Consultants F051SP
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
H/,!AD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DiA
BASE/
ID NO.
PAGE 4
ZL NO AVBPR
PIER
ZR
* * ** * ** * * * * ** ** * ** * * * * ** * * * * * * * * **** * * * * ** * * **** ** * * * * * **.* ** * * * * *'* * -A;: ~ ** * * * * *.* * * * * * * * * ** ** * ** * ** * ** * * * * -Ji ** ** * * * * * * * * *'* * * * * ** *"* * * * * *_*
547.82 J:35.21 1.281 136.487 '16.15 4.052 ;140.539 0.00 2.148 2.50 0.60 0.00 o
13.46 0.05816 .034430 0.46 1.120 0.00
561.28 135.99 1.330 40.9 15.40 141. 001 0.00 2.148 2.50 0.00 0.00 o 0.00
10.17 0.0581~ .030358 0.31 1.120 0.00
571.45 136.58 1.382 137.962 40.9' 14.69 3.349 141.311 0.00 2.14'8 2.50 0,.00 0.00 6 0.,00
7.95 0.05816 .026-799 0.21 1.120 0.00
579.40 137.04 1.437 138.480 14.00 3.044 '141. 524 0.00 2.148 2.50 0.00 0 .. 00 ,0 0.00
6.35 0.05816 .623686 0.15 1.120 0.06
585.75 137.41 1.495 138.907 40.9 13.35' 2.767 141. 674 0.00 2.148 2.50 0'.00 0.00 o 0.00.
5.12 0.(l5816 .020960' 0.11 1.120 ' '0 .. 00
590.87 13-7.71 :1..556 139.266 40.'9 12.73 2.516 14'1.782 0.00 2.148 2.50 00.00 0.00 o 0.00
4.13 0.058i6 .018576 0.08 1.120 0.00
595.00 137'.95 1.621 139.571 40.9 12.14 2.287 141.858 0.00 2.148 2.50 0.00 0.00 o 0 .. 00
3.31 0.05816, .0164,97 0.05 1.120 0.00
5.98.31 138.14 1.691 139.834 40,.9 11.57 2.079 141.923 0.00 2.J:48 2.50 o 0.00
2.63 0.05816 .014689 0.04 1.120 0.00
600.94 138.29 1.766 140.061 40.9 11.03 1.890 141,.-951 0.00 2.148 2.50 0.00 0.00 0, 0.00
2.01 0.05816 .013118 0.03 0.00
602.95 138.41 1.847 140.260 40.9 10.52 1.718 141. 978 0 •. 00 2.148 2,50' ,0.00 0.00 o 0.00
1.-47 0.05816 .OU759 0.02 L120 0.00
604.42 138.50 1.935 140.433 40.9 10:03 1.562 141.995 0.00 2.148 2.50 0.00 (l.OP o 0.00
0.91 0.05?16 .010604 0.01 1.120 0.00'
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·1
LICENSEE: Proj,ect Design 'Consultants F0515P
STATION
L/Er,EM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
14'24.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
E'LEV' DEPTH
SO SF AVE HF NORM DEPTH
HGT/ ·BASE!
DIA ID NO.
PAGE 5
ZL NO AVBPR
PIER
ZR
********t*************************************~********************************************************************************~**~
605.33 138.55 2.034 140.585 40.9 9.56 1.420 142.005 0.06 2.148 2.50 0.00 0 .. 00 o
0.33 0.05816 . 00964'9 0.00 1.12'0 0.00
'605.66 138.57 2.148 140.718 40.9 9.11 1.290 142.008 0.00 2 .. 148 2.·50 0.00 0.00 o 0 .. 00
TRANS STR 0.12000 .004887 0.00
606.66 138.69 3.287 14.1.977 40.9 3.11 0.150 142.127 0.00 1.481 10.00 4.00 0.00 o O.Oll
JONCT STR 0.13000 .000410 0.00 0.00
607.66 138.82 3.277 142.097 28.2 2.15 0.072 142.169 0.00 1.156 10.00 4.00 0.90 o 0.00
1.00 0'.12000' .OQ0279 0.00 0.380 0,.00
608.66 1'38.94 3.151 142.091 28·.2 2.24 0.078 142.169 0.60 1.156 10.00 4.00 0.00 .0' '0.00
TRANS $TR 0 .13 00 a 0.00
609.,66 139. 07 1. 01.0 140.080 28.2 17.72 4.878 144.958 0.00 1.832 2.00 0.00 0.00 o 0.00
94.,05 0.06064 .060095 5.65 1.010
703.71 H4.7'J 1. 010 145.783 28.2 17.72 4.878 150.661 0.00 1.832 2.00 0.00 0.00 o 0.00
96.26 0.0606"4 .057014 5.49 1. 010 0.00
'799.97 150.61 1. 043 151. 653 28.2 17.02 4 .. 497 156.150 0.00 1.832 2.00 0.00 0.00 o 0 .. 00
TRANS STR 6.08000 .087285 0.09 0.60
8,00.97 150.69 0.,380 151. (no 28.2 18.55 5.345 156.415 0·.00 1.156 .10:00 4.00 0.00 o 0.00
2.00 0.08500 .122·048 0 • .24 0.424 0.00
802.97 150.86 0.377 151.237 28.2 18.69 5.423 156.660 0.00 1.156 10.00 4.00 0.00 o 0.00
TRANS STR 0.08000 .091746 0.09 0.06
803.97 150.94 1. 010 151 .. 950 28.2 17.72 4.878 156.828 .0.00 1.832 2.00 0.00 '0.00 o 0.00
25.53 0.06'513 .058533 lA9 0.984 0 .•. 00
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LICENSEE: 'Proj ect Design Consultants F0515P
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
STATION INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GiRD.EL.
SUPER ,CRITICAL
ELEV DEPTH
L/ELEM SO SF AVE' HF NORM DEPTH
HGT/
DI~
BASE/
ID NO.
PAGE 6
ZL NO AVBPR
Plj>R
ZR
***************************************~*******************************~************************~*********~~**********************
829.50 152.,60 .1.025 153.628 28.2 17.39 4.694 158.322 0.00 1.832 2.00 0'.00 0.00 o 0.00
33.72 0.06513 .053660 1. 81 0.984 0.00
863,22 154.'80 1.065 l55.864 28.2 l6.58 1.268 160.132 1. 832 2.00 0.00' 0.00 o 0.00
19.47 0.0651;! .047318 0.92 0'.984 0.00
882,.69 156.07 1.106 157.1'l3 ,15.81 3.880 161.053 0.00 1. 83,2 0.00 0.00 o 0.0(,1
13.21 0.06513 .041761 0.55 0.984 0,.00
895.90 156.93 1.150 158.077 28.2 15.07 3.527 161.604 0.00 1..832 2.00 0'.00 0,. 00 o 0.00
9.69 0,06513 .036918 0.36 O. !l84 0.00
905.59 157.56 1.197 158.755 28.2 14.37 3.::!O5 161.. 960' 0.00 ,1. 832 2.00 0.00 0,.00 o 0.00
7.47 0.06513 .032679 0.24 0.984 0.00
913.06 158.04 1.246 159.291 28.2 13.70 2.913 162.204 0.00 1.832 2.00 0.00 0.00 o 0'.00
5.89 0.06513 .028'963 0.17 0.984 0"00
918.95 158.43 1.298 l59.726 28.2 13.06 2.649 162.375 0.00 1.832 2.00 0.00 0.06 o 0.00
4.6,9 0.06513 .025723 0.984 0.00
923.64 158.'I;! 1.354 160.088 28.;l 12.46 2.409 1'62.497 0.00 1.832 0.00 0.00 o 0.00
3.76 0.06513 .022902 0.09 0.984 0.00
927.40 158.98 1-.414 160.393 28.2 11.87 2.189 162.5'82 0.00 1..832 2.00 ,0,00 0.00' o 0,00
3.00 0.06513 .020454 0.06 0.984 0.00
930-.40 159.17 1.479 160.653 28.2 1l.3;l 1.,990 162.643 0.00 1.832 2.00 0.00 0.00 o
2.37 0.06513 .018335 0.04 0.984 0,.00
932.77 159.33 1.549 160.878 28.2 10.80 1.810 162.688 0.00 1.832 2.00 0.00' 0.00 o '0.00
1. 76 0.06513 .016531 0.03 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITIGAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 7
ZL NO AVBPR
PIER
ZR
** * ** ** * * *"* *** ** * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * * * *** ** * * * * * ** * * * '* ** * * *"* ** * * * * ** * * * * * * * * ** * * ** ** * ** * *** *-* * * * * ** *-*.* * * * * * *** * ~ * * * * *
934.53 159.44 1..628 161. 071 28.2 10.29 1.645 162.716 0.00 1.832 2.0!) 0.00 0.00 o 0.00
1.17 0.06513 .015049 0 .. 02 0.984 0.00'
93~.70 159.52 1.719 161.238 28.2 9.81 1.495 162.733 0.00 1.832 2.00 '0 .. 00 0.00 o 0 .• ,00
0.47 0.06513 .013.954 0.01 0.984 0,.00
936.17 159.55 1.832 161.382 28 .2 9.35 1.358 162.740 0.00 1.832 2.00 0.00 0.00 o 0.00
TRANS STR 0.08000 .00690-3 0.01 0.60
937.17 159.63 3.169 162.799 28.2 2.22 0.077 162.876 O.()o 1.156 10.00 4.00 0.00' o 0.00
JUNCT STR 0.08000 .000197 0.00 0.00
93~.17 159.71 3.172 162.882 17.1 1.35 0 .. 028 162.910 0.,00 0.828 4.00 0.00 o 0 •. 00
1.00 0.68000 .009110 0.00 0.314 0.00
939 .. 17 159.79 3.091 1'62.881 17.1 1.38 9·030 162.911 0'.00 0.828 10.00 4.00 0.00 o 0.00
TRANS STR 0.09000 0.00
940.17 159.88 0.743 160.623 i6.09 4.018 164·.641 0.00 1.491 2.00 0.00 0 .. 00 o 0.00'
34.66 0.06518 .066098 2.29 0.743 0.00
974.83 162.14 0.743 162.882 17.1 16.09 4.018 166.,900 0.00 1.491 0.00 0.00 o 0.00
27.63 0.06518 .065867 1..82 0.00
3,002.46 163.94 0.744 164 .. 684 17.1 16 .. 06 4.003' 168.687 0,.00 1.491 2.00 0.00 0.00 o 0.00
18.34 0 .. 06488 .06'5867 1.21 '0.750 0.00
1020.80 165.13 6.743 165.873 17.1 16.09 4.,01.8 169.891 0.00 1.491 2.00 0.00 0.00 o 0.00
LSD 0.06509 .066098 0.10 0.743 0.00,
1022.30 165.23 0.743 165.971 17.1 16.09 4.0:!-8 169.989 0.00 1,.491 2.00 0.00 0.00 o 0.00
8.89 Q .,06509 .065991 0.59 0.743 0,.00
I LI'CENSEJ;:: Project Design Consultants F0515P
I
I -STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW'
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD'.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BAS!,/
ID NO.
PAGE 8
ZL NO INBPR
PIER
ZR I ** * * * * * * * * * * * ** * * jr**** * * * * * * * * * * * * * * * * * * ** * *.* * * * * * * * * * * * * * * * * * * * * * * * * **,*"* * * * ** * * * * * * * * * ~,* * * * * * * * * * ** * it * * * * * * * * * * * * ** ** ** * * * * * * ** ** *
I 1031.19 165.,81 0.743 166.549 17 .1 16.07 4.011 170.560 0.00 i.491 2.00 0.00 0.00 o 0.00
104.02 0.06509 . 061843 6.43 0.743 ,0.00
I 1135.21 172.58 0.770 173.347 17.1 15.34 3.652 176.999 0.00 l.491 2.00 0.00 0.00 o 0.00
28.05 0.06509 .054266 1.52 0.743 0.00
I 1163.26 174.40 0.798 175.201 17.1 14,.62 3.317 178.518 0.00 l.491 2.00 (l.00 0.00 o 0'.00
I 15.61 0.06509 .047627 0.74 0.743 0.00
1178.87 175.42 0.827 176.246 17·1: 13.94 3.016 179.262 0.00 l.491 2.00 0.00 0.00 o 0.00
I 10.49 0.06509 . 041809 0.44 0.743 0.'00
1189.36 176.10 0.857 176.959 17.1 13.29 2.741 179.700 0.00 l.491 2.00 0.00 0.00 o 0.09
I 7.66 0.06509 .036726 0.28' 0.743 0,00
1197.02 1'76.60 0.889 177.489 17.1 12.67 2.491 179.980 0.00 1..491 2.00 0.00 0.00 o 0.00
5.90 0.06509 .032282 0.19 0.743 0.00
I 1202.92 176.98 0.922 177.906 17.1 12.08 2.265 180.171 0.00 l.491 2.00 0.00 0.00 o 0.00
4.,68 0.06509 .0283'80 0.13 0.743 0.,00
I 1207.60 177.29 0.956 178 .245 17.1 11.52 2.059 180.304 0.00 1.49'1 2.00 0.00 0,,00 o 0.00
I 3.74-0.06509
1211.34 177.53 0;993 178.526 17.1
.02497'3
10.98 1.873
0.09
180.399 0.00 l.491
0.743
2.00
0-.00
0.00 0.00 o 0.00
I 3.07 0.06509 .021997 0.07 0.743 0.00
1214.41 177.73 1.031 178.764 17,1 10.47 1.703 180.467-0.00 1.491 2.00 0:00 0.00 o 0.00
I 2.51 0.06509 .019384 0'.05 0.743 0.00
I 1216.9'2 177.90
2.06 0.06509
1.071 178.967 1:7.1 9.98 1.547
.017099
180.5'14
0.04
0.00 1.491 2.,00
0.74.3
0.00 0.00 o '0'. 00
0.0'0
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LICENSEE: P~oject Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.:;W
INVERT DEPTH
ELEV OF FLOW
SO
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SUPER CRITICAL
ELEV DEPTH
NORM DEP'),'H
HGTI
DIA
BASEl
ID NO.
PAGE ,9
ZL NO AVBPR
PIER
ZR
** * ** * * * ** * * * * * ** * * * * * ** * * * * *** *** * * * * ***-* * * * * * * *-* *** * * ** ** *"'* ** * *** * * * * * * * * * * * * ** * ** * * ** ** * * * * * * *** * * * * * * * * * * * * ** * * ~***~ * ** * * * * * * **
1218.98 178.03 1.113 1:79.143' 17.1 9.52 1.406 1,80.549 0.00 1.491 2.00 0.00 0.00 o 0.00
TRANS STR 0.08000 .036499 0.04 0.00
1219.98 0.351 178.461 17.1 12.19 2.307 180.768 0.00 0.828 10.00' 4_00 0.00 0, '0.00
2.00 0.08500 .055843 0.11 0.310
1221.98 i78.28 0.355 178.635 ;t7 .1 12.03 2.245 180.880 0.00 10,.00 4.00 0.00 o 0.00,
TRANS STR 0.08000 .036628 0.04 0.00
1222.98 178.36 1.065 179.425 17.1 10.06 1.571 180.996 0.00 1.491 2.00 0.00 0.00 o 0.00
115.23' 0.01849 .018239 2.10 1. 063 0.00
1338.2i 180.49 1.075 181.565 17.1 9.94 l.S33 11.)3.098 0.00 1.491 2.00 O.QO 0.06 o 0.00
42.39 0.01864 .01737.5 0.74 L060 0.00
1380.60 181.28 1. 097 182.377 17.1 9.69 1.459 183.836 0,.00 1.491 2.00 0.00 0.00 o 0.00
16.75 0.01858 .016396 0.27 l.061 0.00
1397.35 181.59 1.113 182.704 1'7.1 9.51 1.405 184.109 0,. do 2.00 0.0'0 O.pO. 0 0.,00
23.49 0.018)38 .015057 0.35 1.061 0,.00
1,420.84 1:82.03 1.158 183.186 17.1 9,.07 1.277 184.463 0.00 1.491 2.00 0.00 0.00 o 0,,00
13.30 0.01858 .013310 0.18 1.061 0.00
1434.14 182.28 1.204 183.479 17.1 8.65 1.161 184.640 0.00 1.491 2.00 0.00 0.00 '0 0.00
8.17 0.01858 .011780 0.10 1.,061 0.00
1442.31 182.43 1.254 183.680 17.1 1. 056 184.736 0.00 1,491 2.0,0, '0.00 0.00 o
5.28 0.01858 .010448 , 0.06 1.061 0.00
1447.59182,.52 1.301 183.831 17.1 7.86 0'.959 184.790 0.00 1.491: 2 •. 00 0.00 0.00 o 0.00
3.36 0.01858 .009281 0.03 1. 061 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFA~ PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEl. VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF .NORM DEPTH
HGT/
DIA
BASE!
I,]) NO.
PAGE 10
ZL NO A.VBPR
PIER
ZR
*~******************************************************************~**************************************~***********************
1450.95 182.59 1.363 183 .. 950 17.1 7.49 0.872 184.822 0.00 2.00 0.00 '0.00 o 0.00
1. 77 0.01858 .008266 0.01 0.00
H52.72 182.62 1.424 184.044 17.1 7.15 0.793 184.837' 0.00 1.491 2.00 0.00 0.00 o 0.00
0.55 0.01858 .'007383. 0.00 1. 061 0.00
1453.27 182.63 1.491 184.121 17 .1 6.81 0.7.20 184.841 0.0.0 1.491 2.00 0.90 O:Qo o 0.00
TRANS STR 0.08'000. .003631 ·0.00 0.00
1454.27 1'82.71 2.138 184.848 17 .. 1 2.00 0 .. 062 1.84.910 0.00 0.828 10.QO 4.00 0.00. 0 0.00
1.10 0.08500 .000313 0.'00 0.310 0.00
1:455.37 182.80 2.039 184.843 17 .1 2.10 0.068 184.911 0.00 ·0.828 10.00 4.00 0.00 0.00
0.90 0.'08500 .. 000352 0.00 0.310 0.00
1456.27 182.88 1.957 184.837 17.1 2.18 0.074 184.'911 0.00 0.828 10,00 4.00 0.00 o 0.,00
TRANS STR 0.08000 0.00
1457.27 182.96 1.240 184.200 17.1 8.36 1. 086 185.286 0'.00' 1.491 2'.00 0.00 0.00 o 0.00
15.57 0.01156 .011456 0.18 1.234 0.90
1472.84 183.14 1.241 184.3'81 17 .. 1 1.983 l!il5.464 0.00 1.491 2.00 0.00 0.00 o 0.00
17.75 0.01136 .011437 0.20 1.241 0.00
1490.59 183.34 1.241 184.583 17.1 8.35 1 .. 083 185.666 0.00 1.491 2.00 '0.00 0 •. 00 o 0.00
12.7.700.01136 .011253 1.44 1.241 0 .. 00
1618.29 18-<.79 1..254 186.047 17.1 8.24 1.056 187.103 0.00 1.491 2 .. 00 0.00 0 .. 00 o 0.00'
46.83 0.01136 .010448 0.49 0.00
1'665.12 185.32 1.307 186·.632 17.1 187.591 0.00 2.00 0.00 0.00 o 0.00
14.99 0.01136 .009281 0;14 1.241 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFI'LE LIs'i';rNG
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN' LINEB3
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL_
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BASEl
ID NO.
PAGE 11
ZL NO AvBPR
PIER
ZR I ********************************************~************************************************************~***************~*********
1680_11 185.50 1.363 186.858 17.1 7.49 0.872 187.730 0.00 1.491 2.'00 0.00 0.00 o 0.00
5.90 0.01136 .008266 0.05 1.241 0.00
1686.01 185.56 1.424 186.986 17··1 7.15 0.793 187.779 0.00 1.491 .2.00' .0.00 0'.00 o 0.00
1.55 o. 01136 .007383 0.01 1·241 0.00
1687.56 185.58 1.491 187.071 17.1 6.81 0.720 187.7,91 0.00 1.491 2.00 0.00 0.00 o 0,00'
I 'TRANS STR o. 08000 .003631 0.00 <i.00
1688 .. 56 185.66 2.138 187.798 17.1 2.00 0.662 187.860 0.00 0.828 10.00 4.00 0.00 ·0 0.00
'1 JUNCT STR 0.08000 .000266 0.00 0.00
1689.56 185.74 2.085 18·7.825 14.9 1. 79 0.050 187.875 0.00 0.756 10.00 4.00 0.00 o
I 1.00 0.08000 .000251 0.00 0.290 0 .. 00
'1 1690.56 185.82
TRANS STR 0.09000
2.001 187.821 14.9 187.875 0.00 0.756 10.00 ·4.00 0.,00 1. 86 0.054 o 9·00
0.00 ., 1691. 56 185.91 0.'989 186.899 14.9 9.62 1.437 188'.336 0.00 1.39], 2.00 0·.00 0.00 o 0,00
.26.77 0.01940 .017373 0.47 0.970 0.-00
I 171'8.33 186.43 1. 010 187.439 14.9 9.36 1.360 188.799 0.00 1.391 2.00 0.00' 0.00 o
23.17 0.01940 .015749 ,0.36 0.970 0.90
1741.50 186.88 1.049 187.928 14.9 8.93 1.238 189.166 0.00 1.391 2.00 0.00' 0;00 o o. ~O'
,I 12.95 0.01940 .013886 0.18 0,970 0.00
1754.45 187 _13 1.090 18.8.220 14.9 8.51 1.124 189.344 0.00 2 •. 00· 0.00 0 •. 00 o 0.00
I 8.28 0.01940 .012255 0.1·0 0.970 0.00
I 1762.73 187.29
5.59 0.01940
1.133 188.424 14.9 189.447
0.06
0.00 1.'391
0.-970
2.00 0.00 0.00
0.00
8.12 1. 023
.·010823
o 0.00
II
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II LICENSEE: Project Design Con9ultants F0515P PAGE 1'2
WATER SURFACE PROFILE LJ;STING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3 I
1424.20
I STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
SO SF AVE HF NORM DEPTH ZR I L/ELEM
***j************************************************** ************************~****************************************************
~768.32 187.40 1.~78 188.577 14.9 7.74 0.929 ~89':506 0.00 1.391 2 .. 00 0.00 0.00 a 0.00
3.71 0.OB40 .009572 0.04 Q_no 0.00 I
I ~772.03 187.47 1.226 188.697 14.9 7.38 0.845 18.9 .. 542 0.00 1.3·9:1. 2.00 0.00 0.00 0 0.'00
2.36 0.01940 .008480 0'.02 o.no 0_00
~774.39 187.52 1.277 188.794 14.9 7.03 0.768 189.562 0.00' 1.391 2.00 0.00 '0,00 0 0 .. 00
1.33 0.01940 .007524 0.01 0.970 0.00
~775. 72 187.54 1.331 188.874 14.9 6.71 0.6.98 189.572 0.00 1.391 2.00 0 .. 00 0.00 a 0.00
I,
I 0.36 O. 01.940 .006686 0.00 0.970 0.00
2776.08 18T.55 1. 391 188.941 14.9 6.39 0.634 189.575 0.00 1.391 2 :00 0.00 0.00 a 0.00
I li77.08 1:87 .. 63 1.391 ~89.021 14.9 6,.3.9 0.634 189.655 0.00 1.391 2.00 0.0'0 0.00 a 0.00
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SHELLEY PROPERTY -UNITS 2 AND 3
I, STORM DRAIN LINEB3
1424.20
I 100.QO .r WX E R
106.63
I 113.26 .r WX E R
11'9.89
126.52 .r XHE R
I 133.14 IWX E TX
139.77 I.WC E H R
146.40 IWC E H Tx
I ,153.03 I WCHE R
159.66
166.29
172.92
I 179.55
186.17
192.80
I 199.43
206.06
, 212.69
I 2];9.32
225.95
232.58
239.20
I 245.83
252.46
259.09 I XHE R
I 265.72 I WCHE R
272.35 r WX E R
278.98 IWXE R
I 285 .61 r WX E R
292.23 I WCH 'E R
298.86 r WCH E 'IX
305.49 I WC E H R
I, 312.12 I WC E H R
318.75 twc E H TX·
.325_.38 I X E 'R
I 332.01 r X E TX
338.64 I C X H JX
345.26 r C X H R
351. 89 I C X H TX
I 358.52 I WX E R
365.15 IWCH E' R
371.78 rw X E 'R
I 378.41
385.04
391. 67
i'l 398,.29
404.92
411.55
418.18
I 424.81
43'1.44
438.07
I 444.70 rWCH E TX
\~~
I 451.33 X e E H R
457.95 Iwe E H TX
.1. 464.58 IW X E R
471. 21 IW X E 'R
477.84 I WX E R
I 484..47
4·91.10
497.73
I 504.36 I WX E R
510.98
517.61
524.24
I 530.87 I WX E .R
537.·50
544.13
I 550.76 !WeH E R
557.39
564.01 IW'cH E R
570.64
I 577 .27 IWX E R
583.90 I wx E R
590.53 I wx E R
I 597.16 I XH E R
603.79 I WXE R
610.42 I WXE R
I 617.04 I )(HE R
623.67 :i: XHE R
630.30 I XHE' R
636.93 I XHE R
I 643.56 I XHE TX
650.19 I ex H JX
656.82 I e X H F
I 663.45 I ex E TX'
670.07 I wx E R
676.70,
I 683.33
689.96
696.59
703.22
I· 709.85 IWX E R
716.48
723.10
I 729.73
736.36
742.99
749.62 I 756.25
762.88
769.51
I 776.14
782'.76
789.39
I 796.02
802.65 IWX E Tx
809.28 XC E H R
.815.91. iwc E H TX
I 822.54 IWx E R
829.n
835,79 IWX E R
I 842.42
,~) i f
I 8119.05
855.68 'I 862.31
868.94 IWCH E R
875.57
I 882.20
888.82 IWX E R
895.45
902.08 IWX E R
I: 908.71 IWX E R
915.34 I.XH E R
'921.97 IWX E R
I 928.60 I XH 10 R
935.23 I WXE R
941. 85 IWX E R
I 948.4-8 I X E k'
955.11 I X E R
961.74 I XHE R
968.37 I XHE TX
I 975.00 I C X H JX
981:.63 IC X H R
988.26 IC X H TX
'I 994.88 IWCH E R
10,01. 51 IWCH E R
1008.14 XCH E R
I 1014.77
1021.40 IWCH E R
1028.03 IWCH E R
1034.66 IWX E R
I ,1041. 29
1047.91
1054.54
I 1061.17
1067.80
1074.43
1081. 06 'I 10B7.69
1094.32
1100.94
I 1107.57
1114.20
1120.B3
I 1127.46
:).134.09
1i40.72 nlCH E R
1.147.35
I 1153.98
1160.60
n67.23 IWX E R
I 1173.8'6
1180.49 IWX E R
1'187.12
I L193.75 IWX E R
1200.38 I XH ,E R
1207.01 IWX E R
1'213.63 IWCHE R II 1220.26 IXHE R
1226.B9 IWXE R
1233.52 IWCX R
I 1240.15 IXX TX
n~
I 1246.78 IX E H R
1253.4'1 XC E H Tx
I 1260.04 IXHE R
1266.66
1273.29
I 1279.92
1286.55
1293.18
1299.81
I 1;306.44
1313.07
1319.(59
'1' 1326.32
1332.95
1339.58 I XHE R
I 1346.21
1352.84
1359.47
1366.10
I 1372.72
1379.35
1385 .. 98 I XX R
I 1392.61
13"99.24 rWXE R
1405.87
I 1412.50
14],9.13
1425.75 I XX R
1432.38
I' 14"39.01 IXX R
1445.64 IWXE R
1452.27 IWXE R
I 1458.90 I XE R
1465.53 I XE R
1472 .16 I XE TX
1478.79 IC X H R
I 1485.41 IC X H R
149"2.04 IC X H TX
1498.67 I XX R
I' 1505.30 IXHE it
-1511.93 IWXE R
1518.56
I 1525.B
1531.82
1538.44
]S45.07 I, 1551.70
1558.33
1564.96
I 1571.59
1578".22
1584.85
I 1591.47
1598.10
1604.73
1611.36
I i617.99
1624.62 rWXE R
1631.25
I 1637.88
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1644.5p
1651.13
1657.76
1664.39
1671.,02
1677.65
1684.28
16'90.91
1697.53
1704.16
1710.79
1717.42
1724.05
1730.68
1737.31
1743.94
1750.56
1757.19
1763.82
1770.45
1777.08
116.00
NO'TES
1. GLOSSARY
I = INVERT ELEVATION
C = CRITICAL DEPTH
123.98
W = WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X CURVES CROSSING OVER
B = BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE O~ EXIT
131.. 96 139.95 147.93
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXAc:;TLY
I XX I:<
;rXX R
IWX R
I X TX
ICWE H JX
ICWE H . R
ICWE H. TX
IWCX R
IXHE R
I XX R
IXX R
IWXE R
IWXE R
IXX R
155.91 163.89 171.87 179.86 187.84
I DATE;: 5/ 4/2000
TIME_: 1-4 :25
I F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LIST~NG PAGE
I CARD SECT CHN NO OF AVE PIER HEIGHT i BASE; ZL
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH
ZR INV Y(l) Y(2) Y(3) Y(4) Yt5) Y(6) Y(7-) Y(8) Y(9) Y(J.O)
DROP
CD 1 4 1.50
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I F b 5 1 5 P PAGE NO 3
I WATER SURFAGE'PROFILE -TITLE CARD LISTING
HEADING L~NE, NO 1 IS -
I' SHELLEY PROPERTY -UNITS 2 AND 3
HEADING LINE NO 2 IS -
I STORM DRAIN ~INEB4
I HEAPING LINE NO 3 IS -
1424.20
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET *
U/S DATA STATION INVERT SECT
100.00 121.72 1
ELEMENT NO 2 IS A REACH '* * *
U/S DATA STATION INVERT SECT N
131.25 122 .. 03 1 0.013
ELEMENT NO 3 IS A SYSTEM HEADWORK8 ..
U/S DATA STATION INVERT SECT
132.25 122.11 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
W S ELEV
0.00
W S ELEV
0.00
PAGE NO' 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 o
** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS T~ OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB4
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 1
2L NO AVBPR
·PIER
ZR
** * * * *.* ** * * * * * * * * * * * * ** * * * * * * * * ** * *** * * ** * * *** * *-*'*'* * * * * ** * ** * * * * * *"* * * * * * ** * * * * * * **** ** * ** ** * * * * * * *** "*** * * * * * * ****** * * * * * * * **-* '* * * * * *
100.00 121.72 1.180 122.9QO 10.1 6.77 0.713 123.613 0.00 1.224 1.56 0.00 0.60 o 0.00
16.16 0.00992 .010010 0.16 1 .. 180 0.00
116.16 121. 88 1.180 123.060 10.1 6.77 0.713 123.773 0.00 1.224 1.50 0.00 0.00 o 0.00
15.09 0.00992 .009665 0.1~ 1.180 0.00
1:31. 25 122.03 1.224 123.254 10.1 6.54 0.664 123.9.18 0.00 1.224 1.50 0.00 0.00 o 0.00
132·.25 122.11 1.224 123.334 10.1 6.54 0.664 123.998 0.00 1.224 L'50 0.00 0.00 o
I
SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB4
1424.20
I 100.00 . I W C H E R
1-00.66 I 1-01.32'
101. 97
192.63
I 103.29
103.95
104.61
I 105.27
105.92
106.5!)
107.24 I 107.90
108.56
109.21
I 109.87
110.53
111.19
I 111.85
11:?51
113.16
113.82
I 114.48
115.1'4
115.80
I :t16.45 I we H E R
1'17:11
11.7.77
I 118.43
119.09
119.74
120.40
I 121.06
121.72
122.38
I 123.04
123.69
124.35
I' 1;25.oi
125.67
126.33
126.98
I 127.'64
128.30
128.96
I 129.62
130.28
130.93
I 131.59 I X H E R
132.25 I X Ii E. R
I 121. 72 121. 95 122.18 122.40 1.22.63-122.86 1:23.09 123.31 123.54 i23.77 124.09
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NOT E S
1. GLOSSARY
I INVERT ELEVATION
C CRITICAL I]EPTH
W WATER SuRFACE ELEVATION
H = HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X CURVES CROSSING OVER
B BRIDGE EN~CE OR EXIT
Y WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A JuMP MAY NOT BE PLOTTED EXACTLY
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DATE: 5/ 4/2000
TIME: 14: 33
FOS1SP
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
CARD SECT
CODE NO
CD-1
CHN NO OF AVE PI'ER HEIGHT 1 BASE
TYPE PIERS WIDTH DIAMETER WIDTH
4 1.50
ZL ZR INV yell Y(-2) Y(3) Y(4)
DROP
\~<;"
PAGE 1
yeS) Y(7) yeS) Y (9) Y(lO)
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE PRQFILE TITLE CARD LISTING
HEADING tINE NO 1 IS -
I SHELLEY PROPERTY ~ UNITS 1 AND 2
I HEADING LINE NO 2 IS -
STORM DRAIN LlNEB5
I HEADING 4INE NO 3 IS -
1424.20
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * * *
u/s DATA STATION INVERT SECT
100.00 121.72 1
ELEMENT NO 2 IS A REACH * * *
U/s DATA STATION INVERT SECT N
105.25 122.0~ 1 0.013
ELEMENT NO 3 IS A SYSTEM HEADW0RKS *
U!S DATA STATION INVERT SECT
106.25 122.12 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
*
W S ELEV
0.0,0
W S E:YEV
0.00
PAGE NO 2
RADIUS ANGLE ANG PT MAN ,H
0.00 0.00 0.00
** WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC
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LICENSEE: Project Design Consultants F0515P
WATER SuRFACE PROFILE LISTING
SHELL?Y PROPERTY -UNITS 1 AND 2
STORM DRAIN LINEB5
1424.20
STATION INVERT DEPTH
):!LEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER 'CRITICAL
ELEV DEPTH
L/ELEM SO SF AVE HF NORM DEPTH
HGT/
DIA
BASEl
ID NO.
PAGE 1
ZL NO A,VBPR
PIER
ZR
. * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * *** ** * * * * * ** * * * * *-* ** * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * ** * ** * * *** * * * * * * * * * * * * * *.* * * ** * * *** *** * * ** * * *
100.00 121.72 1.029 122.749 ]:2.1 9.37 1.362 124.111 0.00 1.318 1.50 0.00 0.0,0 a O.OQ
0.12 0.0'6095 .OH916 0.00 0.720 0.00
100,.12 121.73 1.031 122.758 1'2.1 9.34 1.354 124.112 0.00 1.318 1.50, 0.09 0.00 a 0.00
1.83 0.06095 .018774 0.03 0.72'0 0,00
101. 95 121.84 1. 077 122.916 :l2 .1 8.90 i.231 1.24.147 0.00 1.318 1.50 0.00 0" 00 0 O.go
1.4,0 0.06095 .0]:6:785 '0.02 0.720 0.00
103.35 121.92 1.127 123.051 i2.1 8.49 1.120 124.171 0.00 1.318 1.50 0.00 0.00, a 0.00
1.02 0.06095 .015075 0.02 0'.720 0.00
104.37 121. 99 1.182 i23.169 12'.1 8.09 1.017 :124.186 O.OP 1.318 1.50 0.,00 0.00 a 0.,00
0.65 0.06095 ,.013633 0.01 0.720 0.00
105. 02 122.03 1.244 123.270 12.1 7.72 0.925, 124.195 0.00 1-.318 1.50 ,0.00, 0.00' ,0 0.00
0.23 0.06095 .012469 0.00 0,.720 0.00
105.25 122. 04 1.318 123.358 ,12.1 7.36 0.840 124.198 0.00 1.318 1.50 0.00 0.0'0 a 0.00
1015.25 122.12 1.318 123.438 12'.1 7.36 0.840 124.278 0.00 1.318 1.50 0.00 o.cio 6 0.00
I'
SHELLEY PROPERTY -UNITS 1 AND 2
I STORM DRAIN L1NEB5
1424.20
I 100.00 .. 1 W C H E' R
I :r00.13 .1 ·W C H ? R
10Q.26
100.38
100.51
I 100.64
100.77
100.89
I 101.02'
101.15
101. 28
I ·101.40
101.53
101. 66
101. 79
I 101.91
102.04 I W C H E Ii
102.17
I 102.30
102.42
102.55
I 102.68
102.81
102.93
103.06
I 103.19
103.32
103.44 I W C H E R
I 103.57
103.70
103.83
103.95
I 104. <J8
104.21
104.34
I 104.46 I W C H E R
104.59
104.72
I 104.85
104.97
105.10 I W C H E R
105.23
I 105.36 I X H ·E R
105..48
105.61
I 105.74
1'05.87
105.99
I 106.12
106.25 I X H E. R
I 121.72 121.98 122.23 122.49 122.74 123.00 123.25 123.51 123.77 124.02 124.28
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NOT E S
1. GLOSSARY
I = INVERT ELEVATION
C = CRITICAL-DEPTH
W = WAT~R SuRFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X CURVES CROSSING OVER
B BRIDGE ENTRANCE OR EXIT
Y WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE ELOTTED EXACTj:,Y
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DATH: 5/ 4/2000
TIME: 14 :42
FOSJ,SP
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
CARD
CODE
SECT
NO
CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV' Y(l)
DROP
Y(2) Y(3) Y(4)
TYPE PIERS WIDTH DIAMETER WIDTH
CD 2 4 2.00
PAGE 1
Y(sj Y(6) Y(7) Y(8) . Y(9) Y(10)
I: F ,0 5 1 '5 P PAGE NO 3
I WATER SURFACE PROFILE -TI,TLE CARD LISTING
HEADING LINE NO 1 IS -
I SHELLEY PROPERTY -UNITS 2 AND 3
HEADING LINE NO 2 IS -
I' STORM DRAIN LINEB6
I HEADING LINE NO 3 IS -
1424.20
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LICENSEE: Project Design. COnsultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB6
1424.20
INVERT DEPTH
ELEV OF FLOW
N.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE: HF NORM DEPTH
HGT/
DIA
BASE;!
ID NO.
PAGE 1
ZL NO AVBP~
PIER
** * * * * ** * * ** * * * * ** * * * * * * * ** * *** * * ** * * * ** * * * * ** * * * * * * * * * * * * * * * ** * * * * * * * * * * ** * * * *** ** * * ** ** * '* * *** * * * * * * * ** * * ** * "Is * * * * * ** * * *.* * ** * * * * * *.*
100.00 119.96 1.537 121.497 18.2 7.02 0.766 122.263 0.00 1.'537 2.,00 0.00 0.00 o 0.·00
0.28 - . .02017 .007014 O.po 0.000 0.00
100.28 119.95 1.614 ,121.568 18.2 6.70 0.697 122.265 0.00 1. 537' 0.00 0.00 o 0.00
0.83 -.020i7 .006393 0,.01 0'.000 0.00
101.11 119.94 1.695 121.633 18.2 6.41 0.639 122.272 0.00 1.537 2.'00 0.00 0.00 o 0.00
1.39 -.02017 .005942 0.01 0..000 0.00
102.50 119.91 1. 779 12'1.. 689 18.2 6.16 0.590 122.279 0_.00 1..537 2.00 0.00 0.00' 0 0.00
1. 96 - . 02017 .005677 0.,01 0.000 0.00
104.46 119.87 1. 868 121 .738 18.2 5.96 0.552 122.290 0.00 1.537 2.00 0.00 0.00 a 0.00
2.6J. -. 02017 .005701 "0.01 0.00,0 0 .. 00
i07.07 119.82 1.962 121.779 18.2 5.82 0.526 122.305 0.00' 1.537 2.00 0.'00 0.00 o ,,0.00
1.28 -.02017 .006078 0.01 0.000 0.,00
108.35 119.79 2.000 121.792 18.2 5.79 0.521 122.313 0.00 1.537 2.00 0.00 0.00 o 0.00
7.02 -.02017 .066411 0,.05 0.000 , 0.00
115.37 119.65 2.187 121. 837 18.2 5.79 0.521 122.358 0.00 1.537 2.00 0.00 0.00 a 0.00
17.970.01447 .006472 0.12 '1..194 0.00
133.34 119.91 2.080 121.990 18.2 5.79 0.521 122.511 0.00 1.537 2.00 0.00 0.00 a 0.-00
10.33 0.01423 .006411 0.07 1.201 0.00
143.'67 120.06 2.000 122.057 18.2' 5.79 0.521 122.578 0.00 1.537 2.00 '0.00 0.00 ,0' 0.00
9.94 0.01423 .005982 0.06 1.'201 0.00
153.61 120.20 1.907 122.105 18.2 5.89 0.539 122.644 0.00 1.537 2.'00 0.00 0.00 o 0.00
HYDRAULIC JUMP '0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SH~LLEY PROPERTY -UNITS 2 AND 3
STQRM DRAIN LINEB6
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITI'CAL
ELEV DEPTH
SQ SF AVE rtF NORM DEPTH
HGTI
DIl>;
BASEl
ID NO.
PAGE 2
ZL NO AVBPR
PIER
'ZR
***********************************************************************************************************************************
153.61 120.20 1.217 121.415 18.2 9.10 1.285 122.700' 0.00 i.537 :Loo 0.00 0.00 0 0.00
14.60 0.01423 .01340'7 0.20 1.201 0.00
168.21 120.41 1.236 121.642 18.2 8.92 1.236 122.878 0.00 1.537 2.00 . 0.00 0.00 O· 0.00
31. 90 0.01423 .012339 0.39 1.201 0.00
200.11 120.86 1.288 122.148 18.2 8.50 1,.1:23 123.271 0.00 1.537 2.00 0.00 0.00 0 0.00
14.39 0.01423 .010.955 0.16 1.201 0.00
214.50 121.06 1.343 122.408 18.2 8.11 1.021 123.429 0.00 i.537 2 .. 00 0.00 0.00' 0 0.00
7,.55 0.01423 .009748 O.OJ 1.201 0.00
222.05 121.17 1.402 122.574 18;2 7.73 0.928 123.502 0.00 1.537 2.00 0.00 O.OQ 0 0.00'
.3.69 '0.01423, .008699 0 .. 03 1.201 0.00
225.74 121.22 1.466 122.691 18.2 7.37 0.844 123.535 0.00 1.537 2.00 0.00 0.00 0 0.00
1.06 0.01423 .00778'9 0.01 1.201 0.00
226.80 121.24 1.537 122.777 18.2 7.02 0.766 123.54·3 0.00 1. 53?' 2.00' 0'.00 0.00 0 0.00
227.80 121.32 1.537 122.857 18.2 7.02 0.766 123.623 0.00 1.537 2.00 0.00 0.00 0' 0.00
I
SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB6
1424.20
I 100.00 I X H E R
102.61 I C W H E R
:1 105.22 I C W H E R
107.82 I C W H E R
110.43 I C W H E R
I 113.04 I C WH E R
115.65 I C X E R
118 ~26 .1 C; H W E R
I 120.87
123,47
126.08
128.69
I 131 . .30
133.91 I C H W E R
136.51
I 139.12
141. 73
1.44.34' I C X E R
I 146.'95
149.56
152.16
154.77 I C w Ii E R
I 151.38 I W C H E R
159.99
162.60
I 165.20
167.81
170.42 I 'W C H E R
173.03
I 175.64
178.24
180.85
I 183.46
186.07
188.68
I 191.29
1~3.89
196.50
199.11
I 201. 72 I W C' H, E R
204.33
206.93
I 209.54
212.15
21,4.76 I W C H. E R,
I 217.37
219.98
222.58 I W C H E R
225.19
I 227.80 I we H E R
I 119.65 120.05 120.44 120.84 121.24 121.64 122.03 .122.43 122.'83 123.23 '123.62
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NO T"E S
1. GLOSSARY
I INVERT ELEVATION
C CRITICAL DEPTH
W = WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E = ENERGY GRADE L1NE
X = CURVES CROSSING OVER
B = BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
2. STATioNS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
\S7
I DATE, 5/ 4/2000
I FOslsP
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1
I CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS -WIDTH DIAMETER WIDTH
ZR INV Y(l) Y(2) Y(3,) Y-(4) Y(s} Y(6) Y't7) .Y(Bl Y-(9) Y(lO)
DROP
CD 1 4 1.50
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r--...,...-------------------------------------~-----
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE PROFI'LE -TITLE CARD LISTING
HEAD~NG LINE NO 1 IS -
I SHELLEY PROPERTY -UNITS 2 AND 3
I HEADING LINE NO 2 IS -
STORM DRAIN LINEB7
I HEADING LINE NO 3 IS -
1424_20
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F a 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEM)';NT NO 1 IS A SYSTEM OUTLET * * *
uls DATA STATION iNVERT SECT
:tOO. 00' 139.57 1
ELEMENT NO 2 1S A REACH * .* *
U/s DATA STATION INVERT SECT N
l69.70 143.39 1 0.013
ELEMENT NO 3 IS A SYSTEM HEADWORKS *
u/s DATA STATION INVERT SECT
170.70 143.47 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
*
w S ELEV
0.00
W S ELEV
0-.06
PAGE NO :2
~IUS ANGLE ANG PT MAN ,H
0.00 0.09 a
** WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKbs, W.S.ELEV INV + DC
\(,.0
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L+CENSEE: Proje~t Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
$TORM DRAIN LINES1
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BASE/
ID NO;
PAGE 1
ZL NO A'{BPR
PIER
** * * * ** * * * * ** * * * * * ** * * * * ** * * * * * ** ** * * * * * * * * * * * * ** * * * *-* * * * *-* * * * * *'* ~ * ** * ~** ** * * * * * * * *** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** * * * ~ * * * * * * * ** * *
100.00 139.57 0.274 139.844 1.8 8.14 L030 140.874 0.00 0.505 1.50 .0.00 0.00 o 0.0'0
17.30 0'.05481 .055251 0'.96 0.270' 0.00
117 .. 30 0.274 140.792 1.8 8 .. 14 1.030 141. 822 0.00 0.505 1.59 0.00 O.OQ o 0.00·
27.48 0.05481 .051728 1.42 0.270 0.00
144.78 142.02 0.283 142.307 1.8 7.76 0.935 143.2'42 0.00 0.'505 1.50 0.00 0.00 o
7.88 0.05481 .045147 9·36 0.270 0.00
152.66 142.46 0.292 142.748 1.8 '1.41 0 .. 852 143 .. 600 0.00 0.505 1.50 0,00 0.00 o 0.00
4.37 0.05481 .039421 0.17 0.270 0.,00
157.03 142.70 0.302 142.998 1.8 7.06 0.7'74 ;143.772 0.00 0.505 L50 0.00 0.00 o 0.00
2.92 ·0.05481 .034480 0.10 0.00
159.95 142.86 0.313 143.169 1.8 6.7'2, 0.700 143.'869 0.00 0.505 1.50 0.·00 0.00 0, a.oo
2.19 0.05481 .030141 0.07 0.270 0.00
162.14 1:42.98 0.323 143.299 1.8 6.41 0.637 143.936 0.00 0.505 1. 50 0 .. 00 0.00 o .0.'00
1.65 0.05481 .026324 0.04 0.270 0.00
163.79 143.07 0.334 143.400 1.8 6.12 0.582 143.982 0.00 0.505 1.50 0.·00 0 .. 00 o 0.00
1.29 0.05481 .023024 0.03 0,.'270 0.09
165.08 1.43.14 0.346 143.483 1.8 5.83 0.527 144.010 0.505 1.5'0 0.00 0.00 o 0.0'0
1.04 0.05481 .020146 0.02 0.2'70 (l.OO
166.12 143 .• 19 0.358 143.552 1.8 5.56 0.479 144.031 0.00 0.505 1.50 0.00 0.00 o o.do
0.85 0.05481 .01 ?-614 0.01 ·0.270 '0.00
166.97 143.74 0.370 143.610 1.8 5.31 0.438 144.048 0.00 0.505 1.50. 0.00 0.00 ·0 0.00
0.67 0.05481 ,015403 0.01 0,,270 0.00
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LI~NSEE: Project pesign Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM' DRAIN LINEB7
1424.20
INVERT DEPTH
ELEV OF FLOW
N.S.
ELEV
Q VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
Ij:LEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 2
ZL NO AVBPR
PIlj:R
ZR
*****************************************************************************************************~*********~*******************
167.,64 143.28 0.383 143.660 1.8 5.06 0.397 144.057 0 .. 00 0.505 1.50 0.00 0.00 o 0.00
0.56 0.05481 .013474 0.01 0.270 0.00
168.20 143.31 0.396 143.704 1.8 4.83 0.362 144.Q66 0.00 0.5'05 1.50 0.00 0.00 0.00
0.44 0.05481 .011788 0.01 0.270 0.00
168.64 143.33 0.410 143.742 1.8 4.59 0.327 J:44.069 0.505 1.50 0.00 0.00 o 0'.00
0.35 0.05481 .010315 0.00 0.270 0.00
168.99 143.35 0.424 143.775 1.8 4.38 0.298 144.073' 0.00 0.505 1.50 0.00 0.00. o 0.00
0.27 0.05481 .009028 0.00 0,.270 0'.00
169.26 143.37 0.439 143.805 1.8 4.18 0.271 144.076 0.,00 0.505 1.50 0.00 0.00 o 0.00
0.20 0.05481 .,007902 0.00 0.270 0.00
169.46 143.38 0.454 143.831 1.8 3.98 0.246 144.0'77 O.Op 0.505 1.50 0.00 0.00 a 0.00
0.14 0.05481 .. 006916 0.00 0.270 '0.00
169.60 143.3"8 0.47,0 143.8?4 1.8 3.80 0.224 144.078 0.00 0.505 1.50 0,.00 0.00 o 0.0.0
0.09 0.05481 .006055 O.,QO 0.270 , 0.00
169.69 143.39 0.486 143.875 1.8 3.62 0.204 144.079 0.00 0.505 1.50 0.00 0.00 a 0.0,0
0.01 0.05481 .005286 0.00 0.270 0.00
169.70 143.39 0.505 1:43.895 1.8 3.44 0.184 144.079 0.00 0.505 1.50 0.00 0.00 0 0.·00
170.70 143.47 0.505 143.975 1.8 3.44 0.184 144.159 0.505 1.50 0.00 0.00 a 0.00,
I
SHELLEY PROPERTY -UNITS. 2 AND 3
I STORM DRAIN LINEB7
1424.20
I 100.00 .1 W e E H R
101.44 I 1'02.89
1:04.33
105.77
I 107 .. 21
108·.66
11.0.10
I 111.54
112.99
114.43
115.87
I 117.31 I W c E H R
118.76'
120.20.
I 121.64
123.09
124.53
I 125.97
127.41
1.28.86
130.30
I l:31. 74
133.i9
1:34·.63
I' 136.07
137.51
138.96
I 140 AO
141. 84
143.29
144.73
I 146.17 I ·W e E H R
147.61
149.06
I 150.50
,151.94
153.39 :r w e E H R
154.83 I 156.27
157.71 I W e E H R
159.16
I 160.60 I W e E H R
162.04
163.49· I W C E H R
I 164 .. 93 I W e E H R
H6.37 I W e E H R
167.81 I W e E H R
169.26 I W e E H R
I 170.70 I W-e E H R
I 139.57 140.11 140.65 141.19' 141.73 142.27 142.81 143.35 143.89 144.43 144.97
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NOTES'
1. GLOSSARY
I INVERT ELEVATIQN
C· CRITICAL DEPTR
W = WATER SURFAcE ELEVATION
H = HEIGHT OF CHANNEL
E = ENERGY GRADE LINE
X = CURVES CROSSING OVER
B = BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT ~ JUMP MAY NOT BE PLOTTED EXACTLY
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DATE: 5/ 4/2000
TIME: 15: 7
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE
CODE NO TYPE PIERS WIDTH DIAMETER WIJ;>TH
CD 1 4 1.50
ZL ZR INV Y(l) Y(2) Y(3') Y(4) Y(5) Y('6) Y(7) Y(8) Y(9.) Y(10l
DROP
IftS-
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE ,~ROFILE -TITLE CARD LISTING
HEADING LINE NO 1 IS -
I SHELLEY PROPERTY -UNITS 2 AND 3
HEADING LINE NO 2 IS -
I STORM DRAIN LINEB8
I HEADING LINE NO 3 IS -
1424,.20
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ELEMENT NO
I
I ELEMENT NO
I NO EDIT ERRORS
** WARNING NO.
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F O· 5 1 '5 P
WAT~R SURFACE PROFILE -ELEMENT CAED LISTING
1 IS A SYSTEM OUTLET *
u/s DATA 'STATION INVERT SECT
100.00 141. 40 1
2 IS A REACH *
u/s DATA STATION INVERT SECT
131.25 ]:42. 02 1
3 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
132.25 142.10 1
ENCOUNTERED-COMPUTATION IS NOW' BEGINNING
*
N
0.013
*
W S ELEV
'0. 00
W S. ELEV
0.00
PAGE NO 2
RADIUS ANGLE ANG· PT MAN H
·0. 00 0.00 ·0. 00 a
2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWXDS, W.S.ELEV = INV + DC-
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LICENSEE: ·Project Design Consultants F0515P PAGE 1
I ' WATER SURfACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB8
1424.20 I, STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl Zli NO AVBPR
ELEV OF FLOW ELEV HEAD G.RD,EL. 'ELEV DEPTH DIA 10 NO .. PIER
I L/ELEM SO SF AVE HF NORM DEPTH ZR
********************************j*******************************************************************************************;******
I IOO.OO 1:41. 40 0.799 142.199 7.5 7.83 0.952 143,.151 0.00 1.061 1.50 0.00 0'.00 0 0.00
12.52 0.01984 .015525 0.19 0.760 0.·00
I 112.52 141.65 0.829 142.477 1.5 7.48 0.868 143.345 0.00 1. 06·1 1.50 0.00 0.00 O· 0.00
1 7.51 0.01984 .013726 0.10 0.760 0·.00·
141.80 0.00 120.03 0.862 142.659 7.5 7.13 0.789 143.448 0.'00 1. 061 1.50 0.00 0 0.00
·1 4.77 0.01984 .012133 0.06 0.760 0.00
124.80 141. 8.9 0.897 142.789 7.5 6.80 0.718 143.507 0.00 1.061 1.50 0.00 0>.00 0 0.06
I 3.10 0.OI984 .010740 0.03 0 .. 760 0.00
I 127.90 141. 95 0.934 142.888 7.5 6.48 0.1';52 143.540 0.09 1. 06l: 1.50 0.00 0.00 0 0.00
1.97 0.01984 .0.09520 0.'02 0.760 0.00
I 129.87 141. 99 0.973 142.966 7.5 6.18 0~593 143·.559 0.00 1.061 1.50 ·0.00 0.00 0 0.00
1. 05 0.01984 .008455 0.01 0.76'0 0.00
I 130.92 142.01 1.015 143.028 7.5 5.89 0.539 143.567 0.00 1.061 1.50 0 .. 00 9·00 0 0·.00
I 0.33 0.01984 .007519 0.00 6.760 0.00
131.25 14,2.02 1.061 143.081 7.5 5 .. 61 0.489 143.5'70 0.00 1. 061 1.50 0.00 0.00 0 0.00
I 132.25 142.10 1.061 143.i61 7.5 5.61 0.489 143.650 ·0.00 L061 i.50 0.00 0.00 0 0.00
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SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN L1NEB8
1424.20
I
100.00 .1 W C H E R
I 100.66
101.32
101. 97
102.63
I 103.29
103.95
104.61
I 105.27
105.92
106.58
I 107.24
107.90
108.56
109.21
I 109.87
110.53
111.19
I :1.11.85
112.51
113.16 I W C H E .R
I '1.13.82
114.48
115.14
115.80
I 116.-45
lJ.7.11
117.77
I 118.43
119 .. 09
119.74
I 120.40 I W C H E R
121.06
121.72
122.38
I 123.04
123.69
124.35
1 125,01 I W C H E R
125.67
126.33
I' 126.9B
127.64
128.30 I W C H E R
128.96
I 129.62
130.28 I W C H E R
130.93 I We; H E R
I 131.59 I X H-E R
132.25 I it H E. R
I 141.40 141.62 141.B5 142 •. 0B 142.30 '1.42_.53 142.75 142 .. 98 143.20 143.43 143.65
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NOT E S
1. GLOSSARY
I INVERT ELEVATION
C = CRITICAL DEPTH
W WATER SURFACE ELEVATION
H = HEIGHT OF CHANNEL
E = ENERGY GRADE LINE
X = CURVES CROSSING OVER
B = BRIDGE ENTRANCE-OR EXIT
Y = WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A JUMP-MAY NOT BE PLOTTED EXACTLY
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DATE: 5/ 4/2000
'rIME: 15:13
F0515P
WATER SURFACE PROF~LE ~ CHANNEL DEFINITION LISTING PAGE
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH
'CD 1 4 1.50
ZL ZR INV Y(l) 'Y(2) Y(3) Y(4) yeS) Y(6) Y(7) Y(8) Y(9) Y(10)
DROP
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HEADING ~INE NO 1 IS -
HEADING LINE NO 2 IS -
I HEADING LINE 'NO 3 IS -
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F 0 5 1 5 P PAGE NO 3
W4TER SURFACE PROFILE -TITLE ~p LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB9
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F a 5 1 5 P
WATER SURFACE PRO'FILE -ELEMENT CARD L~STING
ELEMENT NO' 1 IS A SYSTEM O'UTLET *
ELEMENT NO'
ELEMENT NO'
NO' EDIT ,ERRO'RS
2 IS
3 IS
U/S DATA
A ,REACH
U/S DATA
STATIO'N
100.00
STATIO'N
105.25
A SYSTEM HEADWO'RKS
U!S DATA STATIO'N
106.25
ENCOUNTERED-COMPUTATIO'N IS
INVERT SECT
141.40 1
*
INVERT SECT
142.59 1
INVERT SECT
142.67 1
NO'W BEGINNING
*
*
N
0.013
W S ELEV
0.00
W S ELEV
O. 00'
PAGE NO' 2
RADIUS ANGI,E' ANG PT MAN H
0.00 0.00 0.00. ·0
** WARNING NO'. 2 ** " WATER SURFACE ELEVATIO'N GIVEN IS LESS THAN OR EQUALS INVERT ELE;VATION IN HDWKDS, W. S . ELEV = ~NV + DC
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM'
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB9
1424,·20
INVERT DEPTH
. ELEV OF FLOW
Q VEL VEL
HEAD
ENERGY
GRD.EL •
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
:m NO.
PAGE 1
ZL NO AVBPR
, P:j:F;R
ZR
******************************************************************************************************j****************************
100.00 141.40 0.465 141. 865 5.0 10.71 1.780 143.645 0.00 0.860 1.50 ·0.00 0.00 o 0.00 '
0.75 0.22667 .048912 0.04 0.320 0.00
100.75 141. 57 0.480 142.051 5.0 lO.25 1.630 143.681 0.00 0.860 L5Q 0.00 0.00 0' 0.00.
0.72 0.2:?667 .04,3021 0.03 0.320
101.47 141.73 0.497 142.230 '1.6 9.77 1.481 143.711 0.00 0.'860 1.50 0.00 0.'00 o
0,61 0.22667 .03770;2 iL02 0.320 0.00
102.08 141.87 0.515 142.388 5.0 9.31 1.346 143.734 0.00 0.860 1.50 0.00 0'.00 o 0.00
0.54 0.22667 .033043 ,0.02 0.320 0.00
102.62 142.00 0.533 142.528 5.0 8.88 1.225 143.753 0.00 0.860 1.5.0 0.00 0.00 o 0.00
Q.47 0.22667 .028957 0.01 0.320 0.00
103.09 142.10 0.552 5.0 8.4'6 1.111 143.764 0.00 0.860 0.06 0.00 o {),OO
0.40 0.22667 .025394 0.01 0.320 0.00
103.49 142.19 0.572 142.764 5.0 8.06 1.010 143.774 0.00 0.860 1.50 0.00 0,.,00 o 0.00
0.36 0.22667 .022269 0.01 0.320
103.85 142.27 0.592 142.864 5.0 7.69 0.919 143.783 0.00 0.860 1.50 o 0.00
0.29 0.22667 .019538 0.01 0.320 0.06
104.14 142.34 0.61'4 142.953 5.0 7.33 0.835 143.788 0.00 0.860 1.50 0.00 0.00 o 0.00
0.26 0.22667 .017i63 0.00 0.320 0.,00
104.40 142.40 0.637 143-.033 5. O· 6.99 0,<0759 143.792 0.00 0.860 1.50' 0,.00 0.'00 o .0.00
0.21 0.22667' .015076 0.00 0.320 0.00
104.61 142.45 0.660 143.106 5.0 6.67 0.690 143.796 0.00 0.860 1.50 0.00 0.00 o 0.00'
0.18 0.22667 .013247 0 .. 00 0.320 0.00
\14-'
I LICENSEE: Proj'ect Design Consul tants F0515P PAGE 2
WATER SURFACE PROFtLE LISTING
I SHELLEY PROPERTY -UNLTS 2 AND 3
ST9RM DRAIN LINEB9
1424.20
I STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID -NO. PIER
I L/ELEM SO SF AVE -HF NORM DEPTH ZR
* * * **.* * * * ** * * * ** ** * * * * * ** * * * *'** * *** * '* * * * * * * * ** * ** * * * * * * * *'*"* * * * * * * * * * * * * * * * * * * **-* * * * ***:Ir* * ** '* * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** * ** * *
I 104.79 142.49 0.-685 143.171 5.0 6.36 0.628 143.799 0.00 0.860 1.50 0.00 0 .. 00 0 0.00
0,. I!? 0.22667 .011647 0.00 0.320 0.00
I 104.94 142.52 0.710 143.230 5.0 6.06 0.570 143.'8'00 0.00 0.860 1.!?O 0.00 0.00 0 0.00
I 0.12 0.22667 .01:0243 0.00 0.320 0.-00
105.06 142.55 0.737 143.283 5.0 5.78 0.5H 143.802 0.00 Q.860 1.'50 0.00 '0,00 6 0.00
I 0.08 0.22667 .009018 0.00 0.320 0.00
105.14 1:42.57 0'.765 143.331 5.0 5.51 0.472 143.803 0.00 0.860 1.50 0.00 b.O_O 0 0.00
I 0.06 0.22667 .007946 0.00 0.320 0.00
I 105.20 142.58 0'.795 =\-43.374 5-.0 5.26 0.429 143.803 0.00 0.860 1.50 0.00 0.00 0 0.00
0.04 0.22667 .007009 0.00 0.320 0.00
I 105.24 142.59 0.826 143.413 5.b 5.01 0.390 143.803 0.00 0.860 1.50 0.00 0.00 0 0.00
0.01 0.22667 .006176 0.00 0.320 0.00
I 105.25 142.59 0.860 143.450 5.0 4.77 0.353 143.803 0.00 0.860 1.50 0.00 0.00, 0 0.00
106.25 142.67 0.860 143.530 5.0 4.77 0.353 14'3,.883 0.00 0.860 1. 50 0.00 0.00 0 0.00
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SHELLEY PROPERTY -UNITS 2 AND' 3
I STORM DRAIN LINEB9
1424.20
I 100.00 . I W C H E R
I 100.'13
HO.26
100.38
100.51
I 100.64
100.77 I W C H E R
100.89
I 10L02
101.15
1,01. 28
I 1'01.40
i01.53 I W C H E R
101. 66
101.79
I 101.91
102'.04
H2.17 I W e H E R
I 102.30
102.42
10;2.55
I 102.68 W e H E R
102 :81
102.93
103.,06
I 103 .. 19 I W C H E R
103.32
103.44
I 103.57 I W C H E R
203.70
103.83
103,95 I W C HE R
I 104.08
104.21 I Ii c E H R
104.34
I 104.46 r w c E H R
104.59
104.72 I W e E H R
I 104 .. 85 I W C E H R
104.97 I W C E .il R
105.10 I W C E H R
105.23 I W C E H R
I 105.36 I W' C 'E H R
105.48 I we E H R
105.61 I X E H R
I 105.74
105.87
105.99
I 106.12
106.25 I X E H R
I 141.40 141.68 141.95 142.23 142.51 142'.78 143.06 143.34 143.62 143.89 144.17
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NOT E S
1. GLOSSARY
I = INVERT ELEVATION
C = CRITICAL DEPTH
W = WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X = CURVES CROSSING-OVER
,B = BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
2.. STATIONS F9R POINTS AT A JUMP MAY NOT BE PLOTtED EXACTLY
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DATE: 5/ 4/:?000
TIME: 15:20
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
CARD
. CODE
SECT
NO
CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV
DROP
Y(l) Y(2) Y(3) Y(4)
TYPE PIERS WIDTH DIAMETER WIDTH
CD 1 4 1.50
PA<;;J;! 1
Y(5) Y(6) Y(7) Y(sj Y(9) Y(10)
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE PROFILE -TITLE' CARD LI,STIN<;3
HEADING LINE NO 1 IS -
I SHELLEY PROPERTY -UNITS 2 AND 3
I H~ADING LI~ NO 2 IS -
STORM DRAIN LINEB10
,I HEADING LINE NO 3 IS -
1424.20
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F 0 5 1 5 P
WATER SURFACE PROFILE -EL~MENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET *
uls DATA STATION INVERT SECT
100.0'0 139.57 1
ELEMENT NO 2 IS A REAcH *
uls DATA STATION INVERT SECT N
175.18 141. 07 1 0.OJ.3
ELEMENT NO 3 is A SYSTEM HEADWORKS *
U/s DATA STATION INVERT SECT
176.18 141.15 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
*
W S ELEV
0.00
W S ELEV
0.00
PAGE: NO .2
RADIUS ANGLE ANG PT MAN H
0 .. 00 0.00 0.00 o
** -WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV +'DC
I LicENSEE: 'Project Design Consultants F0515P
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB10 I
1424.20
INvERT DEPTH W.S. Q VEL VEL I:!NERGY SUPER CRITICAL HGT( BASll! ZL NO AVBPR
ELEV QF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. :rIER I STATION
I L/ELEM SO SF AVE HF NORM DEPTH ZR
*****~**************************~************************************************************~*************************************
I 100.00 139.57 1.017 140.587 11.7 9.17 1.306 141.893 0.00 1.302 1.50 0.,00 0.00 0 0.'00
10.96 0.01-995 .019125 0.21 :),,000 0.00
I 110.96 139.79 1.022 140.811 11.7 9.12 1.291 142.,+02 0.00 1.302 1.,50' 0.00 0.00 0 0.00
39.49 0.01995 .017968 0.66 1.000 0.00
147.45 140.52 1.067 141.584 11. 7 8 .. 69 1..:).73 142.757 0.00 1.302 1..50 0.00 0.00 0 ' 0.00 I
14.79 0.01995 .016049 0.24 1. 000 0.00
162.24 140.81 1.116 141.928 11. 7 8,29 1. 068 142.996 0.,00 1.302 1.50 '0.00 0,.00 0 0.00
I 7.75 0.01995 .014399 0.11 1.000 0.0,6
169.99 140.97 1.170 142.136 11.7 7.91 0.970 143.106 0.00 1.302 1.50 0.00 0.00 0 0'.00
3.92 0.01995 .013004 0.05 1.000 0"00 I
I 173.91 141. 04 1.231 142.276 11.7 7.54 0.882 143.158 0.00 '1..302 1.50 0.00 0.00 0 0.,00
1.27 0,.01995 .011860 0.02 1. 000 0.00
I 175.18 141. 07 1.302 142.372 11.7 7.18 0.801 143.173 0.00 . 1..302 1.50 0.00 '0.00 0 0.00
I 176.18 141.15 1.302 142.452 11.7 7.1,8 0.801: '1:43.253 0 .. 00 1.302 1.50 0.00 0.60 a 0.00
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SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB10
1424.20
I
100.00 .1 W e H E R
I 101.55
103.11
104.66
],,06,22
I 107.77
109,.33
110.'88
I 112.44 I W e H E R
113.99
115.55
I 117 .10
118.66
120.21
121. 77
I 123.32
124.88
126.43
I 127.98
129.54
131. 09
I 132.65
134.20
135.76
137,.31
I 138.87
140.42
141. 98
I 143.53
145.09
146.64
148.20 I W-e H E R
I 149.75
151.30
152.86
I 154.41
155.97
157.52
I 159.08
HO.63
162.19
163.74 I W C H E R
I 165.30
166.85
1.68.41
I 169.96
171.52 I w e H E R
+73.07
I i74.63 I we H E R
176.18 I X H E R
I 139.57 139.94 140.31 140.67 141. 04 141.41 141.78 ,142.15 142.52 i42.88 143.~5
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NOT E S
1. GLOSSARY
T = INVERT ELEVATION
C = CRITICAL DEPTH
W = WATER SURFACE ELEVATION
H = HEIGHT-OF CHANNEL
E = ENERGY GRADE LINE
X = CURVES CROSSING OVER
B = BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT I, 4. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTL¥
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DATE: 5/ 4/2000
TIME: i5:28
CARD SECT CHN
CODE NO TYPE
CD 1 4
F0515P
WATE~ SURFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AVE PIER HEIGHT 1 BASE ZL
PIERS WIDTH DIAMETER WIDTH
1.50
ZR INV
DROP
Y(l) Y(2) Y(3-)
PAG!;: 1
Y(5) Y(6) Y (7") Y(8) ":(' (9)
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE PROFILE -TITLE CARD LISTING
HEADING LINE .NO 1 IS -
I SHELLEY PROPERTY UNITS 2 AND 3
I HEADING ;LiNE NO 2 IS -
STORM DRAIN LINEB11
I HEADING L+NE NO 3 IS -
1602
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I F 0 5 1 5 P PAGE; NO 2
I WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
I ulS DATA STATION INVERT SECT
100.00 1BB.05 1
W S ELEV
0.00
I ELEMENT NO 2 IS A REACH * *
U/S DATA STATION INVERT SECT
105.25 1B9.10 1
N Rl\DIUS ANGLE ANG PT MAN H
0.013 O.-OD O.QO 0.00 0'
I ELEMENT NO 3 IS A SYSTEM HEADWORKS *
uls DATA STATION INVERT SECT W S ELEV
106.25 189.1.8 1 0.00
I NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INvERT ELEVATION IN HDWKDS, W.S.ELEV = INv + DC
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LICENSEE': Project Design Consultants F0515P
STATION
L/ELEM
WATER SQRFAGE PROFILE LISTING
SHELLEY PROPERTY uNITS 2 AND 3
STORM DRAIN LINEB11
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY SUPER CRITI~
GRD.EL. ELEV PEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 1
ZL ,NO AVBPR
PIER
ZR
** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * ** * ** * ** * * * *.*** * ** * * * * *** * * ** ** * * * ** ~ ** * * * * * * * ** * *.* * ** * * ** * * ** *.~** ~ ** * * * * * ** ** * * * *** ** * * ** * **
100.00 188.05 0.598 188.'648 7.1 10.81 1. 813 1,90.461 0.00 1.032 0.00 0.00 o 0.00
0.24 0.20000 .040135 0.01 0.400 0.00
100.24 188. :10 0.603 188.701 7.1 1'0.68 1.770 190.471 0,,00 1.032 1.50 0.00 0.00 5 0.00
0.'85 0.20000 .037089 0.03 '0.4'00 0.00
101.09 188.27 0.625 188.894 7.1 10.19 1.6U 190.505 0.00 1.032 1.50 0.00 0.00' o 0.00
0.75 0.20000 .032550 0.92 0.400 '0.00
101.84 188.42 0,.647 189.064 7.1 9.71 1.465 190.529 0.00 1.032 1.50 0.00 0.00 o 0.00
0'.63 0.20000 .028577 0.02 0.400, 0.00
102.47 188.54 0.671 189.216 7.1 9.26 1.331 190.547 0.00 1. 032 1.50 0.00 0.00 o '.0.00
0.-55 0.20000 .025120 0.01 0.400 0.00
103.02 188.65 0.696 i89.350 7.1 8.83 J:.2U 290.561 0.00 1.032 1.50 0.00 0.00' a 0.00
0.-47 0.20'000 .022102 0.01 0.400 0.00
103 .. 49 188.75 0.723 189.471 7.1 B.42 .1.101 190.572 0.00 1. 032 1.50 0.00 0.00 o 0.00
0.40 0.20000 0.01 0.4'00 0.00
103.89 188.83 0.750 189.579 7.1 8.,03 1.002 190.581 0.00 1.032 1.50' 0.,00 0.00 a 0'.00
0.34 0.20000 .017,132 0.01 0..400 0,.00
104.23 188.'90 0.779 189.676 7.1 7.65 0.909 190.585 0.00 1.032 1.50 0.00 0.00 o 0.00
0.29 0.20000 .015099 0.00 0.400 0.00
104.52 188.95 0.809 1'89.763 7.,1 7.30 0.827 19'0.590 0.00 1.032 L50 0,00 0.06 o 0.00
0.23 0.20000 .013320 0.00 0.400 ,0.00
104.75 189.00 0.841 189.841 7.1 6.96 0.752 190.593 0.00 1.032 1.50 0.00 0.00 o 0.00
0.18 0.20000 .011767 0.00 0.400 0.00
I, LI'CENSEE:
I
I STATION
L/E:YEM
Projecc Design Consultants F0515i?
WATER SURF~CE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEBll
1602
lNVERT
ELEV
DEPTH
OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
m NO.
PAGE 2,
ZL 'NO AVj:)PR
;PIER
ZR I *************************************~***************************~*****************************************************************
I 104.93 189.04 0.875 189.911 7.1 6.64 0.684 190.595 0.00 1.032 1.50 0.00 0.00 0 0.00
O.H 0.20000 . 0l0~05 0.00 0.400 0.00
I I05.07 189.06 0.910 189.975 7.1 6.33 0.622 190.597 0.00 L032 1.50 0.09 '0.00 0 0.00
0.10 0.20000
105.17 189.08 0.948 190.032 I .009212 0.00 0.400
7.1 6.03 0'.565 190.597 0.00 1..032
0.00
1.50 0.,00 0.00 0 0.00
I 0.06 0.20000 .008172 0.00 0.400 0.00
105.23 189.10 0.988 190.084 7.1 5.75 0.513 190,.5.97 0.00 1.032 1.50 0.00 0.00 0 0.00
I. O.O:;! 0.20000 .007255 0.00 0,400 0.00
105.25 189.10 1.032 nO.132 7.1 5.48 0.466 190.598 0.00 1. 032 1.50 '0.00 0.06 0 0.00
106.25 189.18 1. 037 190.212 7.1 5.48 0.466 ,190.678 0.00 '1.032 1.50 O. ~O, 0.00 0 ·O.OQ
I
I
I
I
I
I
I
I
I
SHELLEY PROPERTY VNITS 2 AND' 3
I STORM DRAIN LINEB11
1602
I 100.00 . I W C H E R
I 100.13
100.26 I W C H 'E R
100.38
100.51
I 100.64
100.77
100.89
I J:01. 02
10,1.15 I W C H E R
101.28
I ];01.40
1.01.53
101.66
101. 79
I 101. 91 I W C H E, R
102.04
102.17
I 102.30
102.42
102.55 I W C H E R
102.68
I 102.81
102.93
103.06 I W C H E R
I 103.19
103.32
103.44
I 103.57 I W C H E R
103'.70
103.83
103.95 I W C H E R
I 104.08
104.21
104,.34 I W C H E R
I 104.46
104.59 I W C H E R
104.72
I 104.85 I W C H E R
104.97 I W c HE R
105.10 I W c !IE R
105.23, 1 W C X R
I 105.36 I we X R
105.48 I X X R
105.61
I 105.74
105.87
1:05.99
I 106.12
106.25 I X X R
I, 188.05 18'8.31 188.58 188.84 189.10 189.37 1,89.63 189.89 190.15 190.42 190.68
\'i<CI
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
NOT E S
1. GLOSSARY
I = INVERT ELEVATION
C = CRITICAL DEPTH
W = WATER SURFACE ELEVATION
H = HEIGHT OF CHANNEL
E = ENERGY GRADE LINE
'X = cuRVES CROSSING OVER
B = BRIDGE EN~CE OR EXIT
Y = WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
I
I
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I
I
I
I
I
I
I
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I
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I
I
DATE: 5/ 4/2000
TIME': 15:43
CARD SECT CHN·
COnE NO TYPE
CD 1 4
F051.5P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AvE PIER HEIGHT 1 BASE ZL ZR·
PIERS WIDTH DIAMETER WIDTH
1.50
INV
DROP
\q:\
Y(l) Y(2). Y(3) Y(4) Y(5)
PAGE 1.
Y(6) Y(7) Y(8)· Y(9) Y(10)
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE pROFILE -TITLE CARD LISTING
HEADING LINE NO 1 IS -
I SHELLEY PROPERTY UNITS 2 AND 3
I HEADING LINE NO 2 IS -
STORM DRAIN ~INEB12
I HEADING LINE NO 3 IS -
1602
I
I
I'
I
I
I.
I.
I
I
I:
I
I
I
I \l.h
I
I
I
I
I
I
-I
I
I
I
I
I
I
I
I
I
I
F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * *
U/S DATA STATION INVERT SECT
100.00 188.05 1
ELEMENT NO 2 IS A REACH * * *
U/S DATA STATION INVERT SECT N
132.31 188.37 1 0.013
ELEMENT NO 3 IS A SYSTEM HEADWORKS *
U/S DATA STATION INVERT SECT
133.3-1 188.45 1:
NO E~IT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
W S ELEV
_ 0.00
W $ ELEV
0_00
PAGE NO -2
RAIlIUS ANGLE ANG PT MAN II
0.00 0.00 0.00
** WARNING NO. 2 ** -WATER SURFACE ELEVATION' GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC
I
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I
I
I
I
I·
I
I
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I
LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
W~TER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEB12
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRItICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
,HGTI BASEl
DIA ID NO ..
PAGE 1
ZL NO AVBPR
PIER.
ZR
**************************************************************************~********************~*.**********************************
100.00 188.05 0.972 189.·022 7.8 6 .. 44 0.643 189.665 0.00 1. 082 1:.50 0.00 0.00 O. 0.00
19.96 0.00990 .009452 0.19 0.970 0.00
119.96 188.25 0.991 189.239 7.8 6'.30 0.615 189.'854 0.00 1. 082 1.50 0.0.0 0.09 o 0.00
10.54 0.00990 .008680 0.09 0.970 0.00
130,50 188.35 1.'034 189.386 7.8 6.00 0 .. 559 189.945 0.00 1.082 1.50 0.00 0.00 o 0.·00
i. 81 0.00990 .007'730 0.01 0.970· 0.00
132.31 188.37 1. 082 189.452 7.8 5.71 189.959 0.00 1. 082 1.50 0.00 0.·00 o 0.00
133.31 188.45 1. 082 189.532 7.8 5.71 0.507 190.·039 0.00 1.50 0.00 0.00 o 0 .. 00
I
SHELLEY PROPERTY UNITS 2 AND 3
I STORM DRAIN LINEB12
1602
I
100.0.0 . I W C H E R
I, 100.68
101.36
102.04
10.2.72
I 103.40
104.0.8
104.76
I 105.44
106.12
10.6.80
I, 10.7.48
1'08.16
108.84
10.9.52
I 110.20.
110.88
11J..56
I 112.24
112.92
113.60.
I 114.28
114.96
115.64
116.32
I 116.99
117.67
118.35
I 119.0.3
119.71
120.39 I W C H E R
121.07
I 121. 75
122.43
123.11
I 123.79
1.24.47
125.15
I 125.83
126.51
127,.19
127.87
1 128.55
129.23
129.91-
I' 130.59" I we H E R
"131.-27
131. 95
I 132.63 I X H E ,R
133.31 I X H E. R
'I' 188.0.5 188.25 188.45 188.65 188.85 189.0.4 189.24 189.44 189.64 189.84 190..0.4
I~b
I
I NOT E S
l. GLOSSARY
I INVERT ELEVATION
I C CRITICAL DEPTH
W = WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
I X CURVES GROSSING OVER
B BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
I 2. STATIONS FOR POINTS AT A JUMP MAY NOT ~E PLOTTED EXACT~Y
I
I,
I
I
I,
I
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I WSPGU203.dwg 6/8/00 8: 51: 10 am PST
.1+00.00
1, IE 186.67 SO
2+97.20
2 J IE 192.33 R
2+98.20 ;
3) 1£ '192:41 TS .
4) 3+00.20
1£ 192.58 R
3+01.20
5) 1£ 192.66 TS
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LINE 8-13
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IE 198.64 SH ,'17
3+44.96
IE 198.56 R (6
SHELLEY PROPERTY -UNITS 2 AND· 3
LINE B
,II DATE: 5/ S/2000
TIME: 14 :,14
I
CARD SECT CHN
I CODE NO TYPE
CD 1 4
1 CD 3 3
1
I
1
1
1
I'
I
1
1
1
1
I
1
I
Ii
WATER SURFACE
NO OF AVE PIER HEIGHT 1 BASE
PIERS wrDTH DIAMETER WIDTH
1.50
0.00 10.00 4.00
F0515P
PROFILE _ CHANNEL DEFINITION LISTING PAGE 1
ZL ZR 1Nv Y(l) Y(4) Y(3) Y(4) Y(5) Y(6) Y(7j Y(S) Y«9) Y(10)
DROP
0.00 0.00 0.00
I
. I· HEADING LINE NO 1 IS -
I
HEADING LINE NO 2 IS -
I I_ HEADING LINE NO 3 IS -
I
I
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II
F0515P PAGE NO 3
WATER SURFACE PROFILE -TITLE CARD LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEB13-
1602
I
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I
I
I
I
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I
I
1
I
I,
I
I
F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * * *
U/S DATA STATION INVERT SECT
100.00 186.67 1
ELEMENT NO 2 IS A REACH * * *
uls DATA STATION INVERT SECT
297.20 192.33 1
ELEMENT NO 3 IS A TRANSITION * *
U/S DATA STATION INVERT SECT
298.20 192.41 3
ELEMENT NO 4 IS A REACH * * *
U/S DATA STATION INVERT SECT
300.00 192.58 3
ELEMENT NO 5 IS A TRANSITION * *
U/SDATA STATION INVERT SECT
301.20 192.66 1
ELEMENT NO 6 IS A'R?ACH * * *
U/s DATA STATION INVERT SECT
344.96 198.56 1
ELEMENT NO 7 IS A SYSTEM HEADWORKS *
U/s Di'\-TA STATION INVERT SECT
345.96 198.56 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING_
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
*
W S ELEV
0.00
W S Er,EV
0.00
PAGE NO 2
RADIUS ANGLE ANG PT MAN H
0.06 0._00 0.00 0.
RADIUS ANGLE ANG PT MAN H
0.00 0.06 0.00 o
RADIqS ANGLE ANG PT MAN H
0.,00 0.00 0.-00 o
•• WARNING NQ., 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV -INV + DC
F0515P II LICENSEE: Project Design Consultants
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STATION
L/ELEM
INvERT
ELEV
SO
STORM DRAIN LINEB13
1602
PEPTH
OF FLOW
·W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD'.EL.
HF
SUP.ER
ELEV
CRITICAL
DEPTH
NORM DEPTH
HGTI
PIA
BASEl
I-D NO.
zt,
ZR
PAGE 1
NO AVBPR
PIER
I ****~***************************************************************************************************************~~*************
1·00.00 186·.67 (J.510 :1,87.180 4.4 8.30 1.070 188.250 0.805 1.50 0.00 Q.OO o 0.00
8,7.01 0.02870 .028317 0.510 0.00
I 1'87.01 1'89.17
14.40 0.02870
0.510 189.677 4.4 190.747
0.41
0.00 0.805
0.510
8.30 1.070 1.50 0.00 O.()O
.028410
o 0.00
0.00
I 201.41 189.58 0.509 190.090 4.4 8.32 1.074. 191.164 0.00 0.805 1.50 0.00 0.00 ,Q 0.00
49.75 0.02870 .030503 1.52 0.5·10 0.00
I 251.],,6 191.-01 0.491 i91.500 4.4 8.73 1.183 192.683 0.00 0.805 1.50 0.00 ,0.00 o 0.00
I 16.63 0.02870
267.79 191.4·9 0.474 191. 960 4.4
0.58
;1.93.259 0.00 0.805
0.510
1.50
.034796
9.15 1.299 0.00 0.00
'0.00
o 0 .. 00
I 10.36 0.02870 .039725 0'.41 0.510 0.00
278.15 191.. 78 0.458 192.241 4.4 9.61 1.433 193.674 0.00 0 .. 805 1.50 0.00 0.00 o 0:00
I 7.69 0.02870 .045392 0 .. 35 0.51.0 0.00
I 285.84 192.00
6.15 0.02870
0.443 192.447 4.4 10.07 194.021
0.32
0 .. 00 0.805
0.510
1..50 _ 0.0.0 '0.0.0 '0 1.574
.051868
0.00
0.·00
I 291.99 192.18 0.428 192 ;608 4.4 10.58 1. 737 194.345 0.00 0.805 L50 0.00 0.00 o 0.00
5.22 0.028-70 .059282 0.31 0.510
I 297.20 192.33 0.414 192.744 4.4 11.08 1.907 194.651 0.00 0.805 1.50 0.00 0-.00 o 0.00·
I TRANS STR
298,20
0.08000
192.41 0.087 192.4.97 194.965 0.00 0'.335 10.00 4.4 12.61
.198178
2.468
0.00
o 0.00
I 0.11 0.09444 .338689 0.04 0.130 0.00
298.31 192.42 0.086 192.507 4.4 12.75 2 .. 526 195.033 0.00 0.335 10.00 4 .. 00 0.00 o 0.00
I 0.89 0.09444 .373390 0.33 0.130 0.00
I
I ---pol
II 4ICENSEE: Project Design Consultants F0515P
I
I STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEB13
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BASEl
ID NO.
PAGE 2
ZL NO AvBPR
PIER
ZR I * *." * * ** 'II",;;" ** ***** .. * * ** * * .. * * * .. ** * ***." ** .... tt * .. ** * .. ." * * .... ** .. * .. *_** ** ............ ** ** .... * * * .. * *." ** *."." * .. ." * 'II" * * * * * * 'II'll **." * 'II'. * ** * 'II'll" *** '* * * * *** .. 'II'll" * ** *
I
299.20 192.50
0.80 0.09444
0.082 4.4 13.37 2.777
.436578
195.364
0.35
0,.00 0.335
0.:1,30
10.00 4.00 0.00 a 0 .. 00
0.00
I 300.00 192.58 0.078 192.658 4.4 14.0:1, 3.049 195.707 0.00 0.335 10.00 4.0'0 0.00 a 0.00
TRANS STR 0.06667 .296669 0.36 0.00
I 301.20 1-92.66 0.350 193.010 4.4 14.01 . 3.049 196.059 0.00 0.805 1.5b 0.00 0.00 o
9.55 0.13483 .118190 1.13 0.340 0.00
310.75 193.95 0.357 194 .. 304 4.4 13.66 2.8,99 197.203 0.00 0.805 1.50 0.00 0.00 o 6.00
I 8.87 0.13483 .106528 0.94 0.340 0.00
319.62 1:95.14 0.369 195.513 4.4 13.02 1913.144 0 .• 60 0.805 L50 0.00 0.00, o 0.·00
I 5.44 0.13483 .093079 0.51 0.340 0.00
325.06 195.88 0.381: 196.258 4.4 12.39 2.385 i98.643 0.00 0.805 1.50 0.00 0.00 o '0'.00
I 3.81 0.13483 .081416 0.31 0.340 0.00
I 328 .. 87 196.39 0.395 196.786 4.4 11.83 2.1.12 198.958 0·.00 0.805 1.56 0.00 0.00 o 0.00
2.90 0.13483 .071244 0.21 0.340 0 .. 00
I 331.77 196.78 0.408 197.190 4.4 11.28 1.976 199.166 0.00 0.805 1.50 0.00 0.00 a 0.00
2.29 0.1348'3 .062289 0.14 0.340 0.00
I 334.06 197.09 0.422 197.512 4,4 10.76 1. 797 199.309 0.00' 0.805 1.:50 0.00 0.00 a 0.00
I 1..84 0.13483
335.90 197.34 004'37 197.776
.054517
4.4 10.26 1.633.
0.10
199.409 0.00 0.805
0.340
1.50
0.00
0.00 0.06 a 0.00
1. 54 0.13483 . 047724 0.07 0.340 o. 00'
337.44 197.55 0.452 197.998 4.4 9.78 1.485 199.483 0.00 0.805 1.50 a .. 00. O. 00 o 0;00
I 1:28 0.13483 .041717 0.05 0.340 0.00
I
I
F051!;P ,I, I,.rCENSEE: Project Design Consultants
WATER ,SURFACE PROFILE LISTING
SHELLEY PRQPERTY UNITS 2 AND 3
I
STATION
STORM DRAIN LINEB13
1602
INVERT DEPTH
ELEV OF FLOW
SO
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SUPER
ELEV
CRITICAL
DEPTH
NORM DEPTH
HGTI
DIA
BASEl
ID NO.
ZL
ZR
PAGE 3
NO AVBPR
PIER
I L/ELEM *************************************************~*******~****************~************~**~**************~****~********************
338.72 197.72 0'.468 198.186 4.4 9.32 1.349 199.535 0.00 0.805 1.50 0,.0'0 0.00 o 0.00
I 1. 07 0.13483 .036604 0.04 0.340 0.00
I 339.'79 197.86
0.92 0.l34133
0.485 4.4 199.575
0.03
0.00 0.805
0.340'
1.50 0.00 0.,000 198.348 S.89 1.227
,032074
0.00
0.00
I 197.99 0.502 198.489 4.4 8.48 1.116 199.605 0.00 0.805 1.50 0.00 0.00 o 0.00
0.78 0.:),3483 .028103 0.02 0.340 0.00
I 341.49 198.09 0.520 198.6l3 4.4 8.09 1.016 199.629 0.00 0.805 1.50 0.00 0.00' 0 0.00
I 0.68 0.13483
342.17 198.18 0.538 4.4
0.02
199.644 0.00 0.805
0.340
1.50 0.00 ,0.00 198,.722
.024625
7.71 0.922
0.00
o 0.,00
I 0.56 0.,13483 .021590 0.01 0.340 0.00
342.73 198.26 0.558 198.818 4.4 7.35 0.838 199.656 0.00 0.805 1.50 0.00 0.90 o 0.00
,I 0.49 0.13483 '.018943 0.01 0.34'0 0.00
1 343.22 198.32
0.40 0.13483
0.578 4.4 1~9.665
0.01
0.00 0.805
0.340
1.50 198.903 7.01 0.762
.016619
o 0.00
0.00
I 343.62 198.38 0.599 198.979 4.4 6.68 0.692 199.671 0.00 0.805 L50 0.00 ,0 .. 00 o 0.00
0.35 0.l3483 .014579 0.01 0.340 0.00
I 343.97 198.43 0 .. 6,20 199.047 4.4 6.37 0.630 199.677 0.00 0.805 1.50 0.00 0.,00 0' 0,. 00
0.28 0.13483 I 198.47 344.25 0.643 4.4
0.00
199,. 680 0.00 0.805
0.340
1.50 0.00 0.00 ,0 199.108
.012795
6.07 0.572
0.00
0.00
I 0.23 0.13483 .011243 0.00 0.340 0.00
3H.48 198.50 0.667 199.162 4.4 5.79 0,520 199.682 9·00 0.80S 1.50 0.60 0.00 o 0.00
I 0.18 0.l3483 .009884 0.00 0.340 0.0'0'
I
I
II LICENSEE: project Design Consultants F0515P
WATER SURFACE PROFILE LISTING
I STATION
L/ELEM
INVERT
ELEV
SO
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEB13
1602
DEPTH
OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
.sF AVE
ENERGY
GRD.EL.
HF
SUPER
ELEV
cRITICA,L
DEPTH
NORM DEPTH
HGT/
DIA
BASE/
ID NO.
ZR
PAGE·
NO AVBPR
PIER
I *****************************************************************~******************************~********w***********~*************
I 344 .. 66 198.52 0.692 199.212 4.4 5.52 0.473' 199.685 0.00 0.805 1.50 ·0.00 0.00 0 0.00
0.13 0.13483 .008692 0·.00 0.340 0.00
I 344.79 198.54 0.718 199.256 4.4 5.26 0.430 199.686 0.00 0.805 1..50 '0.00 0.00 0 0.00
0.10 0.13483 .007648 0.00 0.340 0·.00
I 344.89· 198.55 0.745 199.296 4.4 5.02 0.·391 199.687 0.00 .0.805 1.50 0.00 0.00 0 0.00
0.05 0.13483 .006736 0.00 0.340 0.00
344.9i1 198.56 0.774 199.331 4.4 4.78 0 .. 355 199.686 0.00 0.805 1.50 0.00 0.00 0 0.00 I·
I 0.Q2 0.13483 .005926 0.00 0.340 0.00
344.96 198 .. 56 0.805 199.365 4.4 4.55 0.322 199.687 0.00 0.805 1.50 ·0.00 O.QO 0 0·.00
I 345,96 198.56 0.805 199.365 4.4 4.55 0 .. 322 199.687 0·.00 0.805 1.50 0.00 0.00 Q 0.00
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I SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LIN~B13
I 1602
I 100.00 . I we X R
103.19
I 106.39
109.58
112.78
115.97 'I 119.17
122.36
125.55
I 128.75
131. 94
135.14
I 138.33
141. 53
144.72
147.91
I 151.11
154.30
157.50
I 160.69
163.89
167.08
I 1:70.27
173.47
~76.66
179.86
I 183.05
.186.25
189.44 I we X R
I 192 .• 63
195.83
199,02
I 202.22 I we HE R
205.41
208.61
211. 80
I 214.99
218.19
221..38
1 224.58
227.77
230.97
I, 234.16
237.35
240.55
243.74
1 246.94
250.13
253.33 1 W C HE R
I 256.52
259.71
262.91
266.:1;0
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269.30
272.49
275.69
278.88
282.07
285.27
288.46
291. 66
294.85
298.05
301.24
304.43
307.63
310.82
314. Q2
317.21
320.41-
323.60
326.79
329.99
333.18
336.38
339.57
342.77
345.96
186.67 188.26
NOT E S
1. GLOSSARY
I INVERT ELEVATION
C CRITICAL DEPTH
W WATER SURFACE ELEVATION
,H = HEIGHT OF CHANNEL
E = ENERGY GRADE LINE
X CURVES CROSSING OVER
B BRIDGE ENTRANCE OR EXIT
Y = WALL ENTRANCE OR EXIT
I W C H E
I W C H E
I W C 'H
I W C H
I W C
X C
XC
IWC
XC
I W C
189.85 191.44 193.03
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED E~CTLY
R
R
E R
E R
H E TX
E H R
E H R
E H R
E H. TX
H E R
1. W C H E R
I W C H E R
I W C H E .R
I W C H E ·R
I .W C H E R
I W C H E R
I W C H E R
I W C H E R
I W C HE R
194.63 196.22 197.81 199,.40 200.99 202.58
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SECTION 9
REFERENCES
• Standards for Design and Construction of Public Works hnprovements in the City of
Carlsbad, dated April 1993.
• County of San Diego, Department of Public Warks Flood Control Design: Hydrology
Manual, October 1973, revised April 1993.
• City of San Diego: Drainage DesignManual,Apri11984, revised March 1989.
REP/1602DR3.DOC 207
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I APPENDIX'
I HYDROLOGY DESIGN CHARTS
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I REP/1602DR3,DOC 208
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TABLE 2
RUNOFF COEFFICIENTS (RATIONAL METHOD)
DEVELOPED AREAS (URBAN)
Land Use Coeffldent{ C
Sol1 Type U .
Residentia.J:
SIngle Family
Multi-Units
Mobile Homes
Rural (lots greater than 1/2, acre)
Commercial (2)
80% Impervl9Us
-Industrial (2) .:~ .....
90% ImpervloUS . ··r .'. ~
NOTES: • .~, ~_. t": f. 1 -~. .
'". • 1. O.! •.
Q
.55
.70
.65
.45
.85
~!)~:1rr.;~):~~.t;? St?J~. to.~.yp'~~ for all.~eas9i~~1 '~~n ~.~r~::-:,· .. ;~ .(~~t iPW~ ;·~.hCt~~4 ·b)f\<fitlons:·!. Je~rl(t(.;~~_y'·~"}.f~m·':\he tabulated ~c. ~loi H_~.~~~n~s. X~~ ·qf .8.QC)ho('~:.9.0~~ttnetwJUes "glveh "for::-.coefflclent C,
may be revised by .multIplYIng· SQ% or ·90%a,bY.-:.the . ratIo of· actual Impervl~nes~ t~. the tabulated lrIlpervl~~ ttdwcverj' fu no case shall
the final coefficient be less than O.SO. For·~~ple: Cons~d~r o:>mmerc1a1
... :'~:'t.P.t:'ope~ o.n 0 ~ll~ ... "· .. .., ~; : •. ':·'..:·i .• ' ~ \1:"n ':' ..c.:' ".:' •
" '::.: :,", .,. 'AciuaFt~fYlOOSid$?ri: ;""~r\.') ~~? >; 50%:'
• ':Q':t . 'f! .. -1 :.'.,~ :':. !(I: -•. ' .... -~ .:~~ .: .. ~ .. :
'Tal5r.ilated bnpervlousness . :: 80%
RevIsed C = ~?' 0.85:: 0.53
82 APPENDIX A-1 .. '
-------------------mTENSITY -DUML DESl Gt.! CHART
0"\ I :c o c ~
~--------~-----------Directions for Applicat~on:
1) From precipi tat1bn maps determi ne 5 hr. ~r
24 hr amounts for the selected frequenc!
These' maps are pr; nted in the Co~n ty Hydr(
r·1anual (10,50 nnd 100 yr. maps Included
Design and Procedure Manual).
2) Adjust 6 hr. precipitation (if necessary)
that ft is within the range of 45% t~ ~5Z
the 24 hr. precipitation. (r~ot (\r.rl1cab1
to Desert.)
3) Pl~t 6 hr. precipitation on the riar.t $ic of the chart~ ,
4) Draw a Itne through the point parallel tc
plotted lines.
5) This line is the intensity-duration curv
the 1otation being analyzed.
_~-Jyr.
~~~~-H+~!+H++H*I"+#H: :~. '~~ f+!': 'H-1+R-HH;u~1 2) Adj us ted *p 5= '2. &?
2,':' ) Jl ' . • . ::. ,3 tc .. min. ~ .1 • . • . . •. :.. . 4) 1 ~ 1 n/ hr .
»
l 'rJ
tujjnttm nl1ttttlfm ItH I t+J:tj. .'.!-+++i'
IIIIIIII-H-H-H-H-H+th Ii ::tif:EEtt:1:1tt1~ffli 1 III
.1 1-lj-tt\iittltI1UtlltltltllllllttHW1HIUlUmllllll!IIIIEEft , III".,} "] IIIIIJlIIIII
1 O. 15 20 30 40 50: 1'2 . 3 4 5 6
.\._-Hour$
. ,
I . *Not Applicabl e to De·sert Region
., .
APPEND~X
IV-A.:.14
Revised 1
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H
L •
1/-
"",~ 4J'~ ... -~.--•• ,.-
Lcntj';;' o/·wa/c-rf//(:d
£)i//'crc/lCc in c/c-va//an a/on!?
.c//ccrkc S/Q.oc /inc (Sa /l,opcndtx f·8) ;;. . c
L
Miles Fccl
zpptJ
h',ovrs M;nulcs
4-~~40
as
~.c:..~.r:r:1::S a::.n:.IIc;1 (NOTE:
ZP I AOD TEN MINUTES TO-~CQMPUTEO TIME:::JF CON-
CENTRATION. " Jt:::Z "
It)
SAN 01 EGO COUNTY
, .5tJM
L
" "'(f~tJ , .
.JtJtJp "-
-"'00t)
9PO
t1()()
'dO
GPO
" fiOt)
, ,
I/)/)
5P
---If-.to "
5"
"
'.
DEPARTMENT OF SPECIAL DISTRICT SERVICES'
NOMOGRA?H FOR DETEHMINATION
OF TIME OFCCNCENTRATIOtl: (7c)
FOR NATURAL WATERSHIWS
DE SIGN MANUAL
APPROVED ' .. ,.... ,c:.:I''''r. "tt" D APPENDlX A--3. 1
84
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UKbAN AKLJ-\0
TIME OF FLOW
0 • ti
'" ...
~ 400 .., u Z -< ... "" 0
300
E.XA~?lE.. :
uvc..r\L-/\t~LJ
CURVES
so ... • .... ... 5
.«) z ~
~
OIl :E i=
30
GIVE.N LE.NGit1 FLOV\.l
l.0 ~o
Co 400 rT" ..
SLOPE-
COE.ff I c..., E..-N T
o v E::.-K. LA N D PLDWT\mE-
86
C-:::. 70
t~ N\rNUit:..5
APPENDIX A-3.'2
I CHART 1-104.12
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txAMPL£:
I
Gi .. lft, Q. ~ s-t.5-4
CharI .,,11: OcPU\ c a.~. Velocity • •• ~-t~L
.. I
I REV.
,I
!
SHT. NO_
CITY OF SAN DIEGO -DESIGN ~G.l)'OE
GUTTE:R AND ROADWAY
DISCHARGE-VELOCITY CH~R1 APPENDIX. A-4
'--_---.l-_~..l.-------------------~-----,-----'-----------
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REV.
1 J .
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CHART .1-103.6 A
CAPACITY OF CURB OPENING INLETS
ASSUMED 2X CROWN.
Q cO.7L (A+y)3/2
'f. ~ t?j 11,7 (/f-rY/3~
*A c 0.33 .,
Y c HEIGHT OF WATER AT CURB FACE (0.4 I MAXIMUM)
REFER TO CHART 1-104.12
L'~ CENGTH ··OF . ~LEAR OPEN I NG OF INtET-, .
". # •• :.. • . : . -:-,' -. . '. '. ; .•. ~,. -......
*U~e Az:Q when the inl~t is adjacent to tra(fic,i..
i;e •• for a Type -J~ median inlet or where the
par~ing lane is removed. . ~ .
.. ~ .. .... : ,., .. , .. . ,
"""-. .' .. ... .
, .
, f
... \.-:. ~ .,
..
t
-.. " ....... -..... ... .' ....
... ':. .... ~ t.. . . ":.1 "''!'''\'C .• '" ,..:. • .•
..
.... "'~ .....
APPEN D'iX A-5
..
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I fJ
IS L I
II
I -S
I lJ
t·
I -5
I ~
I
(.0
-.J:. -e % -
.f
••
.T
0:' W C-o
CHART (-103.6C
z 10 ~
~
. ~
~
.0
.1
REV. .. C1TY:OF SAN··CIEGO ";.·>CESIGti:GlJtog: . SHT~ NO.
NOMOGRAM ~ CAPAClTY ., CURB
INLET' AT SAG
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(l" \ S; J II,Il .. Table 200-1.7
Eb.cc Bbohl 0) Ilppccl.ayuVl
Vd .. Rod: R.ir~
F"~ Cb.u 11Ud:-
(1) (2) DOU Op<...1 Op<...2 Opt. 3 l...owocr
·T· Sec. 200 Sec. 400 (5) Lay"
(') (') (6)
6-7 No.3 .6 3116" Cl D.O. -
Bad:-
~t;
7-1 No.2 1.0 11"" B3 D.O. -
Bad-
~,;
U.s Fac-1." 31'" -D.O •. -
~,; ..
llIht 9.5-11 .2.0 tn· -31"· -1-112"
".B.
11113 'V" 2.1 """ ...... 31"" SAND
TON .. I-Ill"
r.B.
I)-IS tn 3." I' -31"" SAND
TON : 1-Ul" P.8_
1S-17 I .(.3 HI2" -TYPE SAND
TON B
11-20 2. S." 2" -TYPE SAND
B TON
See 200-1. 6 . See ~lso 200-1.6(A)
Practical use of this ta~le is limited to situations
\odlere .. pc is less than inside diameter.
(1) Average velocity in pipe or bottom velocity in
energy dissipater, \odlichever is greater.
(2) If desired rfprap and filter blanket cLass is not
I. available, use next larger class.
(3) Filter blanket thickness = 1 Foot or lilli, whichever
is less.
(4) Standard Specifications for P\.bl ic \lorks
Construction.
(5) D.G. = Disintegrated Granite, 1 HK to 10 HM.
P.B. = Processed Miscellaneous Base.
Type B = Type 8 ~ing material, (mininun 7SX
crushed part·ides, 100X passing 2'h" sieve, 10X
passing 1" sieve).
(6) Sand 7SX retained on 11200 sieve.
-- ----. ----7,.54 Erosion and Sedlmei\l Control H~ndbook.
l?
~-. ' . • • I . o •. \. . .....-.~w. I! l'
Outltt: ...L ~'O. .---l.--l
C,oImtlt' 0,.
I.S
1.(
1.3
1.2
~O-' 30/. ,./?'LLL,!..'!1..':';" ":;J ll. l d -to I. I
5 10 20
01 C.2 0.30 .• 060.8 I
. -
50 100
0'$<;:'11'9'. III ,t<
1.0 ::
3.: to;!! j
f77m S 1°·11 .. . LJ%2AZ~Z~t'ir~T.@'Z~/ j, 1 ±~n
" I . ~ 70.4
I +0.3
';'0.2
t· 0.1
'..:....10,
1000 I
-:: -: -=. ---i----I
I ., I
200 soo
2 3. 5 6 7'8 10 15 202S
0'\(".'9'. ml He;
Fig. i.45 Desi,n of riprap outlet protec:tion (rom a round pipe flowinc full: minimum
,\ ta"""attr conditions. (6. IA I
LO find the riprap size and apron length. The apron width at the pipe end should
be 3 times the .pip~ diameter. Where there is a well·defined c::hannel immediately
dq.wnslream fWITI the apron. the width oC the ·downstream end' oC the apron
should be equallo the width of the channel. Where there is no well·defined chan-
nel immediately downstream Crom the apron. minimum tailwater conditions
'apply and the width of the downstream end oC the apron should be equal to the
• pipe diameter plus the lengt;h 'of the apron. .
" ~ EXA:-'1PLE7.4 Riprap Outlet Protection Desi,·n Calculation for Minimum
~ Tai!watr:r Condition
, Given: . .l., 1\0"" of 6 ft· ... sec· (O.li mJ/sec:) discharles from a 12.in (30·cm) pipe onto a 2
percent crauy slope With 11C1 defined channel. .' ~ 'Find: Tht required len,th, widlh. and media'n.slone ~it.e dM Cor a' riprap apron. ,
.~
--,-.----'--Water Conveyanee and .Energy Diss'ipiltion' i.!>
~o .•
Outlet::!J:-J"T p!~ 5 I W •• O. ·0.4\..
di.mttCt' t t -;...!..
10
O 1--\.---1 •• 35
-1.0
3 ~0.9
.!. 0.8
=.10."
I II {I IJ2":~':'05 « } .) .-. '( (I ) ).) /. / ~ .:. 0 5 '" (.( ;., ' .-1 ) } 7 / _ .. '0 ( 7 I. _ •.
I i ':'0.3
-.:: ':',0.2 ;
-0.1
l r=r:==: ,.i", '1'0
3 5 10. 20 . 50 100 200 500 1000
0;\(/""9t. h' Sf<
• I '.2 .J ,4 .5.6.7.8.91 2 J 4 5 6 7 a :c ~5 ·20 2S
Oiscn"9t .. ml He
Fl~. ;.46 Desirn of riprap outletprottction I'rom 1 round ,pip~ /lowinr, full: maximl
,ailwater conditions. (6, l~)
Solution: Sin~e the pipe d'ischarres onto. 1 nat area with·"" detintd channel. ami,
mum t~ilwate~conditlon can be assumed.
B)' Fir. ':'.43. the apron Itncth L. and median none size d .. \ art to ft 13 m) and v.~
(9 cml. respectively: The upstream apron width W. equals 3 times th~ pip~ diameter ,
W. ;.·3 X D~
-3q ef, -3 Ct [3(O.3mJ· -0.9 ml
The downstream apron width W_ tqual. the apron Itntth plus tht pip~ diametH:
W., -D" ... L.,
- 1 (t + 10 it -·11 I't .0,:1 m .... :3.0 m • :J.;J ml
Notf: When a concentrated tl9w is discharxed onto 1 $Iopt lIS in thi$ europl". ~\
Iyinr can occur downhill (rom the outlet protection, The sprndint.o'( ('oncen,tuttd ik
RECEIVED
SEP 0 1 2000
ENGINeeRING
DEPARTMENT
I,
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1-----------:--------------------------------
'> l '-, .. '--__ 'vi'
~
--... -.
89
A = 2.6 AC
•
LEGEND
£1
A = 13.8 AC
---------
drn-exh2,dwg 8/4/00 9:05:01 am PST
, ,
810
A -2.25
,,,
88
A = 0,2 AC
0'00 = 1.8 cfs
SUBBASIN NAME
DRAINAGE AREA
Q (in cfs)
BASIN LIMITS
UNIT BOUNDARY
PROJECT BOUNDARY
FLOW PATH
/
85
A = 2,36 AC
0,00 =4.4 cfs
,J
, !!Jf
• 1127
• /12.7
A =
0,00 =
871 • lUi"
A =
"" '--------'
-
/39 138 /36 135
:
78 i,
,
,~ , /.
• ~_ 246
"" OS,'
181 1'1.
84
A = 3.9 4 AC
!If?
x ".iT
, 'U.~
.,-
\ =
, /. !'t'-'U,,,,,,-
//
! , ,
; • 11M'
,/
" ;/
• 1149 • 1/. ""
'/
x f/!l.J
cfs
• "46
\ '
£::'('1 JOOI Ovr ..:.......J
r'j-(" CJ .L.
/
, ,
,
52
, -----,L--, , ,
\ ' , ' , ' ,
, '
32
i
\ ' , I , , , ,
/
, , / , ,
" ,',' I' ; .' ' .. , , /
'\!!-
/
; ,-/
A = 2,5
• I§ .. t ." I
0'00 =4.8 cfs' II II
!--" -,~
, J;
, ,
11' , ,
46 'I , , ,
~-:~.:;. , '.;;::
'34 " :!
I Ii
I!
I , '
35
, " , I , ,
I Ii , , , '
",/i/ , '/
" /. ?5tJ.J
,
II
"
,
/'
, , ' i ,.
38
81
A = 0.7 AC
i i
45
" ,
.+
39
1
UNJT
, ,
,-,
44
! M ,
I
/
, ,
,
/
-,
, , , ,
,
•
, ,
" , ,
, ,
~.-,--
--....... -;, ,
/ ,
, ,
,
\
, ,
, , , ,
, , ,
/
/
, ,
A = U
, ,
0',00 'Y' cfs
, '
A2
= O. AC
=1.1 cfs
A = 0.2
''''''I() = 1.2 cfs
II '----~~Rft7----~1C~8~2~
A = 3.4 AC ,-
\ .1r.~c I
\ ~
SHELLEY PROPERTY UNITS 2 AND, 3
DEVELOPED CONDITIONS DRAINAGE MAP
EXHIBIT "B"
Project Design Consultants
PLANNING ENGINEERING SURVEYING
701 "B" Street. Suite 800. San Diego. Ca, 92101
619-235-6471 FAX 234-0349
Job no. 1424.20
LEGEND'
£1
A -1.18 AC
0,00 =22.7 efs
--------
----
SUBBASIN NAME
DRAINAGE AREA
Q (in cfs)
BASIN LIMITS
PROJECT BOUNDARY
PROPOSED CONe. BROW DITCH
flOW PATH
GRAPHIC SCALE
( IN FEET )
1 inch = 100 It.
r. \ r.,rn \ ,.I,.,,, \ ur\ rVI ""1''-\ ,,"" n",-,,, ~ _ "I. /...,,, •. H: .• T __ 'Orr
!
A=.12AC
BASN NO.1
,
" m._
• ""~ • MU , ,
. ""
. "" 416.7 CFS
TOTAL STORM FLOW CO~~:~~:~~~;~E~X:~ISnN&STORM DRAIN FACIUliEs AND SHELU:Y UNITS 2, ,
J, 4, AND RANCHO SANTA f["nv'Mu,
• "2$
• IU# //
_ .... jt:6~.;
A = 12.6 AC
. --.-., .
, U7.?
/
--.. _--.,' ._------_.
• /1(.1 • IIU _
• 1111
----
',',./--100-YEAR INUNDA nON UMIT
PER "DRAINAGE STUDY FOR
RANCHO SANTA H ROAD
(FROM OUVANHAIN RD. TO ."n
CA.(LLACfRVO), BY PROJECT
Of SIGN CONSULTANTS, DA TfD
JULY 2000.
• fl<J
• lIN
DESILTA TlON
BASIN NO.5 -'. --'-
• liN
• If)'
0,00 =8.7
• fJv
. . -.
--
•
'~--'-"--'-
,
OfS/LTA TlON
. BASN NO.
-......
-
• ''!''
• ,1<1.,
~'"' --:;;,;;~;,;;C,;,<,,>, '---:':-:'''::'-'', -/-/-J
~.-'-' //
, flH
• nu
• WI
/
/
"
, ,
,
• If?? \
. "'"
• 111#
""' , ~/_,/(~
.< ..... ; /". , , , " IJrU
, .,.. ,Y'" , ,
" i
i !
, -. -' / ./
/' ! -' /
,,-----,,_., --
. "'" , , ;/
< II"-/'
"
. --.
• I1JI
/
-. .
// ,
• 11"1 'IIJ'];; , .
v
• II?' / i • lid
/ ( . "..,
. " ..
•
• TZU
• liN
.... ,' ..... ",; ~,,·t·, ' ~~-.-----
---,':)
.miJ -' .-' , ,
• ,,6:, ,~
r'r1r .. - .
" _ ..
BASN NO.6
.' -
/
\
\
\
\
\
\
\ . \ -...... \ . \
\\
-..
-
.. --.. -. -..
OLJVENHAJN PJONEER
ELEMENTARY SCHOOL
"", '
-
. ''''''
"
SHELLEY PROPERTY
UNJT 1
:', !-',I ' • ..us_,
" ~M
SHELLEY PROPERTY UNITS 2, 3, AND 4
MASS GRADING/INTERIM CONDITIONS
tOO-YEAR DRAINAGE MAP
EXHIBIT "B"
0,00 -5.9 em
A = 0.2 AC + 0.9 AC = 1.1 AC
=2.0 em
0,00 = 1.16 efs •
A = O.JAC + V."'''I = 0.8 AC
=2.4 em
Project Design Constdtants
PLANNING ENGINEERING SURVEYING
701 .. S' Street. Sutte 800, San Diego, Ca. 92101
619-235·6471 FAX 234-0349
Dote: Ma,v 5, 1999
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