HomeMy WebLinkAboutCT 90-03; SHELLEY PROPERTY UNIT 2; DRAINAGE REPORT; 2000-07-01I
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DRAINAGE REPORT
FOR
SHELLEY RANCH -UNIT 2
CARLSBAD, CALIFORNIA
CT 90-3/PUD 90-4
JULY 2.000
Prepared For:
DANIEL T. SHELLEY
P.o. Box 230985
Encinitas, CA 92023-0985
Prepared By:
PROJECT DESIGN CONSULTANTS
:~.
.' 701 B Street, Suite 800
San Diego, CA 92101
Document No. 1602.00
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Prepared By: DU
Checked By: DER
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TABLE OF CONTENTS
Section Page
1 mTRODUCTION .... , ....................................................................................... . 1
2 EXISTlNG CONDITIONS AND BACKGROUND ....................................... . 3
3 DEVELOPED CONDITIONS ........................................................................ . 4
4 HYDROLOGY METHODOLOGY ................................................................ . 5
5 FLOOD ROUTING CALCULATIONS ......................................................... . 20
6 mLET AND OUTLET DESIGN .................................................................... . 31
7 WSPG COMPUTATIONS ............................................................................... . 33
8 REFERENCES ................................................................. , ............................... . 140
9 APPENDIX -HYDROLOGY DESIGN CHARTS ........................................ . 141
Runoff Coefficients (Rational Method) ................................................ A-I
Rainfall Intensity -Duration -Frequency Curves ................................ A-2
Nomograph -Time of Concentration for Natural Watet~heds ............. 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 Rip rap and Filter Blanket MateriaL ................................. A-?
Design Charts of Rip rap Outlet Protection ........................................... A..,8
REPI1602DR-U2.Dbc 11
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Figure
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Table
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LIST OF FIGURES
Description
VICInIty Map .................................................... ,., ................................................ .
LISt OF TABLES
Description
Hydrology Summary ....................................................................................... .
Predevelopment Hydrology Calculations ......................................................... .
Postdevelopment Hydrology Calculations ...................................................... .
Postdevelopment Flood Routing Calculations ............................................... ..
Inlet Location and Size Tables ............................................................ ; .......... ..
ATTACHMENTS
Exhibit A Drainage Area Map -Predeveloped Conditions
Exhibit B Drainage Area Map -Developed Conditions
REPI1602DR.U2.DOC 111
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SECTION 1
INTRODUCTIQN
This drainage report has been prepared to document the design procedures and calculations for
the storm drain system associated with Unit 2 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 L~s
Encinitas in the City of Carlsbad, east of Rancho Santa Fe Road and north of Calle Acervo. The
development site is also known as Parcel 'A' in the Certificate of Compliance No. CE-861
(Document No. 1999-0046065) recorded January 27, 1999. Please refer to the vicinity. map on
Page 2.
The objective ofthis drainage report is to determine pipe, catch basin, an4 curb inlet sizes under
the developed conditions to carry the 100-year frequency storm water volume.
The project is located within the City of Carlsbad limits and is subject to City standards. The
drainage subbasin layout and the storin drainage system are shown on Exhibit B.
REPI1602DR-U2.DOC 1
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REP/1602DR-U2.DOC
Figure 1. Vicinity Map
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SECTION 2
EXISTING CONDITIONS AND BACKGROUND
The project currently is a 60.93-acre (Units 2 and 3) site with natural rolling terrain. The project
consists of9 sub-basins (see Exhibit 'A') which drain towards the creek traversing the property.
The project area will be mass-graded per Drawing No. 380-1B.
The site, after being mass-graded, will consist Df various desiltation basins. The desiltation
basins collect all of the surface runoff throughout the site before being discharged jnto the open
space located within the property~ near the midsection ofthe subdivision. Once the swfacerunoff
is discharged into the open space, it runs to the west and is collected in a low point bdore
entering a culvert located in Rancho Santa Fe Road, about 700 feet ~outh of Oliverihain Road.
REP/1602DR-U2.DOC 3
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SECTION 3
DEVELOPED CONDITIONS
The proposed project consists of regrading the site (approximately 13.54 acres) for the
construction of internal roads and residential lots in accordance with Tentative Map
CT 90-3/PDD 90-4.
Drainage from the developed areas wiIi be conveyed via an existing und~rground storm drain
system built in its majority by the improvement plans Drawing No. 380-lJ, and the improvement
plans associated with this report, Drawing No. 380-1 C.
The storm drain water will discharge into the existing open space (wetland areas) 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 located in Rancho Santa Fe Road, about 700 feet south of Olivenhain
Road.
Table 1. Hydrology Summa.ry
Existing Developed
Basin Ql00 (CFS) Basin Ql00 (CFS)
E 97.8 A 28.0
B 59.1
Total = 91.8 Total = 87.1
REPI!602DR-U2.DOC 4
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SECTION 4,
HYDROLOGY METHODOLOGY
This drainage system has been designeq in general conformance with the County of San Diego
Hydrology Manual. Drainage basins are less than 0.5 square mile; therefore, the Rational and
Modified Rational Methods were utilized to calculate storm runoff. The underground storm drain
system is designed to convey the 100-year-frequency storm water. Pipes are sized for
nonpressurized flow. The underground systems outlet to detention basin via energy dissipators.
The hydrological analysis utilized to d.etermine the runoff at each design poiIit was the Rational
Method (Q = C x f x A). The following pages describe the methods used to determine each
component of the Rational Method equation, in which
Q = Runoff (CFS),
C = Runoff coefficient,
fA = Rainfall intensity (inlhr), 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 Design and Procedure Manual (see
Appendix A-I). Soil Group D has been assumed for this area. Based on these criteria, the
following runoff coefficients were used:
REPI1602DR·U2.DOC
Natural Undisturbed Area = 0.45
Single-Family Uhits= 0.55
Multifamily Units = 0.70
Paved Areas =0.90.
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4.2 Determination of Intensity
Rainfall 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
Ti = Inlet time and
Tt = Travel time.
inlet time is broken down into two components: overland time (To) and gutter time (Tg):
therefore,
Tc= To+ Tg+Tt.
The following paragraphs further define 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 Manual).
REP/1602DR-U2.DOC 6
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4.3.2 Gutter Time (Tg)
The gutter time is c1eterrrtined by assuming ,an initial time of concentration, Ti (may use To for
the parkway or a 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 con cent :ration, Te. Use this new Tc to calculate
a new Q/2 and determine a new Vave, in order to calculate a new Tg. Repeat procedure until
assumed Te = To + Tg-
4.3.3 Travel Time (Tt)
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:
Travel Time == L/(V x 60),
where
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.
REP/1602DR-U2.DOC 7
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When two flows combine at a junction point, the smaller of the' flows has been decreased 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,arrd 1 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
Consider that the existing condition of the project site is undeveloped, 911d all runoff as natural
overland flow will be concentrated and deposited in a desilting basin. Therefore, the
predevelopment hydrology calculation is based on the ,assumption that the whole drainage 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 u$ed to collect runoff from it. Basin areas, C-factors; lengths
.of flow paths, slopes of flow paths, times of concentration, intensities, and total .flows are aiso
listed.
The basins are analyzed as, Urban overland flow and gutter flow.
REP/1602DR·U2.DOC 8
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4.7 Conclusion
After comparing the existing conditions I against the proposed conditions, it is the conc1usiol;1 of
this report that the proposed development of Shelley Property Unit 2 (Tentative Map CT
90-3/PUD 90-4) will not result in any significant changes to the drainage patterns and storm
water discharge in the area of the project. There will be a reduction of overland How as the va$t
majority of the drainage will be directed into the eXIsting storin drain system. As the detailed
calculations show in the beforel and after development, the storm drain system capacity is
adequate to handle the additional surface runoff.
Accotding to the Rancho Santa Fe Road Hec-2 Analysis, the Encinitas Creek will be capable of
. collecting and conveying the calculated storm water flows (refer to the attached copy of the
Rancho Santa Fe Road/Encinitas Creek Drainage Report dated June 2000, prepared by Project
Design Consultants).
For mitigation provisions, please refer to the attached preliminary copy of Final Mitigation and
Monitoring Plan and Revegetation Plan for Shelley Property prepared by Glenn Lukos
Associates, Inc., dated June 1,2000.
1 The pre development hydrology and flood routing analysis for the 100-year/Q-4our storm surface runoff has been
identified in the drainage report for Shelley Property Units 2, 3 and 4 Mass GradinglInterim Conditions, DraWing
No. 380-lB.
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I Table 2. Predevelopment Hydrology Calculations
I Surface Runoff for lOO-Year/6-Hour Stonn
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I REP/1602DR-U2,DOC 10 :1
---,-- -.. --' - - - -\-- - -"--
:.!l-Jul-UU ,
Pro.j.Name: SHELLEY PROPERTY -EXISTING CONDITIONS -UNITS 2, 3, AND 4
Pro.j. Num: 1602.00-20-204 Frequency 100 'yrs. DSND by: JCG
File Name: T:\ENGR\ 1424\MG\HYD-CALCS\07 -21-00\MG-EX.xLS P6= 2.6 CHKD by: DR
t-ro.m 110. ' I ype o.t L, H ,PIpe tilo.pe ,Velo.Clty Ic Kevlseo' ' intensIty (.;' A CA Sum I o.tal U
No.de Node Travel (ft) (ft) Dia(in) (fUft) (fUs) (min) Tc (ilJ/hr) (ac) Ca (cfs)
SUBBASIN IE1
Natural Ovrlnd 1500 120 0.080 5.8 15.8 3.26 0.45 ,2.1.4 . 9.6 9.6 31.3
SUBBASIN t:2
Natural Ovrlnd 870 118 0.136 .3.1· 13.1 3.68 UAS 5.8 2.6 2.6 9.6
ItiUBBASI~ E3
Natural Ov~lnd 400 68 0.170 t.6 11.6 3.98 0.45 .' 4.1 1.8 1.8 7.2
Drainage Ditch 760 50.9 0.067 11.1 1.14 12.74 3.75 0.45 4.4 2 3.8 14.3
Dn= 0.81 tt.
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I.SUBBASIN E4 .,
Natural Ovrlnd 80 30 0.375 0.3 10.3 4.3 0.45 1.2 0.,5 0.5 2.2
I Drainage Ditch 490 13.4 o.o:a 5.9 1.39 11.69 3.96 0.45 3.4 1.5 2 7.9
Dn= 0.61 ft.
I~UBBASIN E5
. Natural Ovrlnd 303 8.2 0.027 2.6 12.6 3.77 0.45 1.5 0,7 0.7 2.6
§UBBA::>IN E6
Natl.jral Ovrlnd 390. 13.6 0..035 2.8 12.8 3.74 0.45 1.9 0.9 0.9. 3.4
..
SUBBASIN E7
NaturalOvrlnd. 1230 47;6 0.0.39 6.5 .115.5 . ~.17 0.45 4.1 l,8 1.8 5.7
ISUBBAslN E8
I Natural Ovrlnd 1t:il:S . :.!o 0.119 , ' 0.9 10.9 4,14' 0.45 1.6 it7 0.7 2.S
,'~ L-___ -
------~------~-----
:.!l-JUI-OO '
Proj.Name: SHELLEY PROPERTY -EXISTING CONDITIONS -UNITS 2, 3, AND 4
Proj. Num: 1602.00-20-204 Frequency 100 yrs. DSND by: JCG
File Nam,e: , T:\ENGR\ 1424\MG\HYD-CALCS\07 .21-00\MG-EX.XLS P6= 2.6, CHKD by: DR
t-rom a Iype of L H Pipe Slope I Velocity Ic I Revised IntenSity G A r.;,A sum lotal U
Node Node Travel (ft) (ft) I Dia(in) . (ftlft) (ftls) (min) . Tc (ln/hr) (ac) CCI (cfs),
SUt:lt:lASIN 11::9
I NaturaJ Ovrlnd 73 27 0.370' 0.3 10.3 4.3 0.45 0.2 0.1 0.1 0.4
I Drainage UltCh p84 5!:l.4 U.1UU 0.26 1.55 ll .. !:l5 3.93 0.45 4 1.8 1.~ 7.5
Dn= 0.25 ft.
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SUBBASIN E10
Natural Ovrlnd 545 34 0..062 2.9 12.9 3:72 , 0.45. 3.1 1.4 1.4 5.2
I:sUBBASIN 11::11
Natural Ovrlnd, 325, 41-0.126 1.,5 1.1.,5 , 4 0.45 2.7 1.~ 1.2, 4.8
ISUBBASIN 1::12
Natural Ovrrnd 516 40 0.078 2.6 12.6 3.77 0.45 3.2 ' 1.4 1.4 5.3
SUBBASIN . IE1'3
. I Natural Ovrlnd 207 29.5 0.143 1 11 4.12 U.45 2.1 U.9 U.9 3.7
ISUBBA::>IN E14
Natural Ovrlnd 559.5 36 0;064 . 2.9 12.9 3.72 0.45 5.6 2.5 2.5 9.3
SUBBASIN E15
. Natured Uvrlrid 42U 32 !J.070' 2.2 12.2 3.85 0,45 2.3 1 1 3.9
ISLlBBASIN 1,1::16
I Natural Ovrlnd 4UI:! 35.6 0.087 2 12 3.89 0.45' 2' O~9 0.9 3,5
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REPI1602DR-\J2.DOC
Table 3. Postdevelopment Hydrology Calculations
Surf~ce Runofffor lOO-Year/6-HourStonn
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-------------------02-May-2000 nET AILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1602 Frequency tOO yrs. DSND by: DRU
File Name: U23MOD-2.WQl P6= . . 2.6 ¢HKD by: MFC
From To Type of L H Pipe Slope Velocity Tc Revised Intensity C A CA Sum TotaIQ
Node Node Travel (ft) (ft) Dia(in) (ft/ft) (ft/s) (min) Tc (in/hr) (ac) Ca (cfs)
:SUBBASIN Al
Natural Ovrlnd 80 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 24() 2.4 0.010 1.8 2.2 13.2 3.66 0.4 0.7 0.3 0.3 1.1
(Avg flow depth = 0.2 ft. Avg Flo w Widt 5.0 ft.)
...
SUBBASIN A3
Urban Overland 60 31.5 0.525 2 2· 12.37 0.55 0.2 0.1 0.1 1.2
SUBBASIN A4 i
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. Urban Over.land 130 1.3 . 0;010 . 11.3 n.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
(Avg flow depth = 0.33 ft. Avg Flo w Widt 11.5 ft.)
..
SUBBASIN AS
.' Urba,n Overland 130 1) a .. Olo 11.3 , l.L3 . 4.05 0.55 . 2.5 1.4 1.4 .
·Gutter 72~ .24 0.033 • 3.7 3.3 . 14.6' 3.4~ . 0!S5 .2.5 1.4 1.4 4.8
·(A vg flow depth == 0.27 ft. Avg Flo wWidt 8.5 ft.)
----------,-----~---02-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1602 Frequency 1.00 yrs. DSND by: DRU
iFile Name: U23MOD-2. WQ 1 P6= 2.6 CHKD by: MFC
IFrom '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)
SUBBASIN A6
Urban Overland 160 1.6 0.010 12.5 12.5 3.79 0.55 ' 1.2 0.7 0.7
Gutter 450 . 8.37 0.019 2.7 2.8 ' 15.3 3.33 0.55 1.2 0.7 0.7 2.3
(Avg flow depth = 0.23 ft. Avg Flo wWidt 6.5 ft.)
SUBBASIN A7
,U rban OVyrland 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
(A vg flow depth = 0.23 ft. Avg Flo w Widt" 6.5 oft.)
SUBBASIN A8
lJ rban Overland 135 1.35 0.010 11.5 11..5 4, 0.55 0.5 0.3 0.3
Gutter 295 15.64 0.053 4 1.2 12.7 3.75 0.55 0.5 0.3 0.3 1.1
(Avg flow depth = 0.16 ft. Avg Flo wWidt 3 ft.)
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SUBBASIN A9
'u rban Overland 120 ' 1.2 , 0:010 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 7.4 1.3 1.3 4.9
(Avgflow depth= 0.26 ft.
-~-------
Avg Flo w Widt 8 ,'ft.)
- -.. - - - - -,_. - -.-- - - --. - - -
Ol-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
From To Type of L H Pipe Slope Velocity Tc Revised Intensity . C A CA Sum Total Q
Node Node· Travel (ft) . Cft) Dia(in) (ft/ft) (ft/s) . (min) Tc (in/hr) (ae) Ca (cfs)
SUBBASIN B1
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 flow depth= 0.3 ft. Avg. Flo w Widt. 10.0 ft.)
iSUBBASIN B2
Urban Overland 130 1.3 0.010 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 2.3 2.3 7.8
(Avg flow depth = 0.31 ft. Avg Flo w Wid( 10.5 ft.)
. ,
~UBBASIN B3
·tJrban Overland 130 1.3 ' 0.010 11.3 11.3 4.05 0.55 3.73 2.1 2.1
Gutter 890 27.78 0.031 3.'9 3..8 15.1 3.36 . 0.55 3.73 . 2.1 2.1 7.1
·(A vg flow depth = 0.3 ft. . Avg flo wWidt 10.0 ft.)
SUBBASIN B4
."
Urban Overland 130 1.3 0.010 11..3 11.3 4.05 0.~5 3.94 . 2.2 2.2
Gutter 878 28.69 0·033 4.0 3.7 15 3.37 0.55 3.94 2.2 2.2 . 7.4
" . (Avg flow depth = 0.~1 ft. Avg Flo wWidt 10.5 ft.)
-------------------01-May-2000 DErAILED 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
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) (ft/ft) (His) , (min) Tc (in/hr) ~ac) Ca (cfs)
SUBBASIN , B5
Urban Overland 130 1.3 0.010 11.3 ' 11.3 4.05 · 0.~5 2.36 1.3 1.3
Gutter 797 27.17 0.035 3.8 3.4 14.7 3.42 ,0.55 2.36 1.3 1.3 4.4
(Avg flow depth = 0.26 ft. Avg Flo w Widt, 8.0 ft.)
SUBBASIN B6
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 w Widt 12 ft.)
SUBBASIN B7
Urban Overland 110 1.1 .0.010 . 10.4 10.4 4.27 ' 0.55 2.8 1.5 1.5
Gutter, 853 15.5 0.018 3 4.7 15.1 3.36 0.55 2.8 1.5 1.5 5 .. . .
(Avg flow depth = , 0.3 ft. Avg Flo wWidt 10 ft.)
'SUBBASIN. B8
'U rban Overland 36 0.72 0.020 " 2.5 2.5 10.71 0.81 ' 0.2 0.2 0.2
'Gutter 1'60 4.88 0.031 3.2 0.8 3.3 8·96 , 0.81 0.2 0.2 , 0.2 1.8
, (Ayg flow depth = 0.2 ft. Avg Flo wWidt 5 ft.)
-------------------0'l-May-2000 DETAILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. Num: 1424.2 Frequency 100 yrs. DSND by: JCG\PU
File Name: U23-MOD.WQI P6= 2.6 CHKD by: DM
iFrom .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) (ft/s) (min) Tc (in/hr) (ac) 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 14.1-3.51 0.55 3.22 1.8 1.8 6.3
(Avg flow depth = .0.27 ft. Avg Flo w Widt 8.5 ft.)
SUBBASXN BI0
. Urban Overland 130 1.3 0.010 11.3 11.3 4.05 ·0.55 2.25 1.2 1.2
Gutter 714 40.03 0.056 4.6 2.6 13.9 . 3.54 0.55 2.25 1.2 1.2 4 .. 2
(A vg flow depth = ' 0~24 ft. Avg Flo w Widt 7 ft.)
. -.
-.
, SUBBASIN Bll
Urban Overland 100 . 1 0.010 9.9 9.9 4.41 0.55 3.5-1.9 1.9 •
Gutter 1124 12 0.011 2.5 7.5 17.4· 3.06 0.55 3.5 1.9 1.9 5;8
; . (A vg flow depth == 0.35 ft. Avg Flo w Widt . 12.5 ft.) ,
SUBBASIN :812
Urban Overland 50. 25 0.500 1.9 1.9 12.79 0.55 2.2 1.2 1.2
Gutter 1118. 12 0.011 2.9 _ 6.4 8.3 4.94 0.55 2.2 1.2· 1.2, 5.9 . -
(Avg flow depth = . 0.42 . ft. Avg Flo w Widtl 16 . ft.)
'----
. ---------
-. - - - -.. ----. -- - - --.. --.-.-01-May-2000 DETAILED DRAINAGE CALCULATIONS·
Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
Proj. ~um: 1424.2 Frequency 100 yrs. DSND by: JCG\DU
File Name: U23-MOD.WQI 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) (ft/ft) (ft/s) (min) Te (in/hr) (ae) Ca (cfs)
SUBBASIN B9-Bl1
Flood Route B9 and Bll 14.1 3.51 11
SUBBASIN BlO-Bl2
Flood Route )310 and .Bl2 8.3 4.94 8.4 ..
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SECTION 5
FLOOD ROUTING CALCULATIONS
The storm drainpipes for the proposed systems were designed based on Manning's equation:
where
Q = (1.486/n) x A x -?-/3 X S1l2,
n = Roughness coefficient, -
A = Cross-'-sectional area of flow,
r = Hydraulic radius, 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 decreased
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 foHowing
procedure:
• Let Q, T, and I correspond to the tributary with the largest discharge.
• Let g, 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.
lillP/1602DR-U2.DOC 20
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If T> t, the peak discharge is corrected by the ratio ofthe intensities:
Q = Q+ q(I1i) and T=T.
If T < t, the peak discharge is cortected by the ratio of the times of concentration:
Q = Q + q(T/t) and T=T.
5.Z Pipe Fh>w
Travel time has been considered between the nodes of the flood-routed system. Tr~vel time is
calculated by using the following formula:
Travel Time =L/(Vx 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 QuattroPro software. A printout for each
pipe system for the developed condition has been included in Tahle 3.
REPII602DR-U2.DOC 21
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,I REP/1602DR-U2.DOC
Table 4. Postdevelopment Flood ROllting Calculations
Flood Routing for lQO-Yearl6-Hour Storm
22 .
-------------~-~---~-----~--
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 CHKP 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 1A 5A
Input Flow Tc= 10.3 4.3 4.5
lA 2A Pipe Flow .191.4 7.1 18 0.037 9.2 0.3 10.6 4.22 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 O. 0 4.5
DId 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 Flow ·157.5 8.3 18 0.053 10.5 0.3 11.4 4.03 0 0 4.S
DId Calcul~ted= 0.29
Node to Node 5A2 SA . .
Input Flow Tc= 14.6 3.43 4:8
SA2 SA Pipe Flow 5.25 0:7 18 0.139 IS.0 0 14.6 3.43 0 0 4.8
DId Calculated= 0~24
..
Node to Node 5A1 ~A
. Input Flow Tc= 14.8 3.4 9.S
SAl 5A Pipe Flow 31.25 0.3 18 0.010 6.7 0.1 14.9 3.39 0 0 9.S
DId Calc\llated = 0.74 .. -------------------
- - - - - ---- - - - - - ----,--02-May-2000 DETAILED DRAINAGE CALCULATIONS
,Proj.Name: SHELLEY PROPERTY -UNITS 2 AND 3
I,p . N rOJ. UIn: 1602 Frequency 100 yrs. DSND by: DRU
File Name: U23MOD-I.WQI 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) (ft/ft) (ft/s) (min) Tc (in/hr) (ac) ; Ca (cfs)
Node to Node lA 5A2
Fl00d Route lASA and 5A25A 14.6 3.43 8.6
Node to Node 5A 7A
Flood Route 5AL 5A and lA 5A2 14.9 3.39 18
~A 6A ,Pipe Flow 64.4 1.4 24 ,0.021 10.7 0.1 15 3.37 0 0 18
DI d Calculated = 0.53
6A 7A Pipe Flow .95.53 3.8 24 0.040 13.6 0.1 15.1 3.36 0 0 18
D/:d Calculated = 0.44
Node to Node 7A17A
Input Flqw 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
DId Calculated= 0.18
Node to Node 7A27A
input Flow : Tc= : 14.2 ' 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
--Df d Calculated = ' 0.15
----------' ,
-------------------~.----~---
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.WQ 1 P6= 2.6 CHKD by: MFC
From To Type of L H Pipe Slope Velocity Tc Revised Intensity C A CA Sum Total Q
iNode Node Travel (ft) (ft) Dia(in) (ft/ft) (ftl s) (min) Tc (in/hr) (ac) Ca (cfs)
Node to Node 6A 7A1
Flood Route SA 7A and 7A1 7A 15.1 3.36 20
Node to Node 7A 9A
Flood Route 7A27A .and 6A 7A1 15.1 3.36 22.7
7A 8A Pipe Flow 154.8 6.2 24 0.040 14.4 0.2 15.3 3,.33 0 0 22.7
Did Galculated = 0.5
8A 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 I
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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 3.74 o ' 0 1.1
Did Calcull;tted= 0.22 I
Node to Node 9AllA
Flood ROlJte 7A 9A and 9Al 9A 15.5 J.3 23.7
9A 9A2 Pipe Flow • 5.25 1 24 0.185 : 25,,6 ,0 , 15.S: 3.3 0 . 0 23.7 " . ..
.' Did Caltulated= , 0.~4
'9A2 'lOA . pipe FIQw 150 . .6 10.4 24 0.069 . 11.8 0.1 15.6 3.~9 :,0.55 2.4 ' 1.3 ' 1.3 28
. Did 'Ca19ulated= , ,0.44
lOA llA :Pipe Flow 9.8 0.4 24 O.0~7 14.7 0 1,5,.6 3~19 ~. ' . 0', 1.3 28
" ,
. P/d CalC\llat~d . 0~59 ",
. ,-
• ~--~-----~---------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-3.WQl P6= ~.6 CHKD by: MFC
From To Type of L H Pipe Stope Velocity Tc Revised Intensity C A CA Sum Total Q
Node Node Travel (ft) (ft) Dia(in) (ft/ft) . ' , (ft/s) (min) , Tc (in/hr) (ac) Ca (cfs)
Node to Node 1B1 1B
Input Flow, Tc= 15.1 3.36 7.1
1B~ 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
Node to Node 1B2 1B
Input Flow Tc= 14.9 3.39 7.8
1B2 1B Pipe Flow 32.31 0.3 18 0.010 6.5 0.1 ' 15 3.37 0 0 7.8
Did Calculated= 0.64 ' . "
Node to Node 1B 2B .
Flood Route 1B1 1B and 1B2 1B 15 3.37 14.9
1B 2B Pipe Flow 84.52 1.6 24 0.019 9.9 0.1 15.1 3.36 0 0 14.9
, Did Calculated= 0.48
"
:
Node to Node 3B 2B
Input Flow Tc= 4.5 7.33 4.4
3B 4B Pipe Flow 43.76 5.9 18 0.135 14.5 0.1 4.6 7.23 0 0 4.4
DI d Calculated = 0.23
,Pipe Flow :191.2 ,
. ' , o " 4B 2B ~.9 ,18 :0.030, 8.5 0.4 ' 5 6.85 Q' 4.4
, DId Calculated= ' 0.33'
~-------,-
-. - - - - - - - - - - - - - - -.-- -
02-May,.2000 DETAILED DRAINAGE CALCULATIONS
Proj.Name: SHELLEY PROPERTY UNITS 2 AND 3
Proj. Num: L602 Frequency 100 yrs. DSND by: DRU
File Name: U23MOD-3.WQI 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) (ft/ft) . (ft/s) (min) Tc (in/hr) . (ac) Ca (cfs)
Node to Node 2B 7B
Flood Route IB 2B and 3B 2B 15.1 3.36 17.1
2B 5B Pipe Flow 230.3 2.6 24 0.011 8.3 0.5 15.6 3.29 0 0 17.1
Did Calculated = 0.62
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 3.4 0 0 4.4
DI d Calculated = 0.45
' ,
Node to Node 7B27B
. Input Flow Tc= 15 3.37 7.4
'7B2 7B Pipe Flow 5.25 0.8 18 0.158 17.8 0 15 3.37 . 0 0 7.4
Did Ca1culat~d= 0.28
, ,
Node to Node 2B 7Bl
flood Route 2B 7B and 7Bl 7B 16.3 3.2 21.2 ------------------
-------------------02-May-ZOOO DETAILED DRAINAGE CALCULATIONS
Proj.Name~ SHELLEY PROPERTY UNITS 2 AND 3
Proj. Num: 1602 Frequency 100 yrs. DSND by: DRU
FileName: U23MOD-3.WQ! 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) (ft/ft) (ftl s) _ (min) Tc (in/hr) . (ae)' Ca (cfs)
I Node to Node HB 9B -.
! Flood Route 11B1 lIB and 11H2 lIB 15.8 3.26 . 12.4
'llS 9B Pipe Flow 75.18 . 1.5 18 0.020 9.4 0.1 15.9 3.25 0 0 12.4
Did CalCulated= 0.7
Node to Node 7B lOB
Flood Route 7B 9B and lOB 9B 16.6 3.16 28.8
Node tq Node 9B 13B
Flood Route 7B lOB and lIB 9B 16.6 ' 3.16 40.9 .
.9B 12B Pipe Flow 161 9.4 30 0.058 19.2 0.1 16.7 3.15 0 0 40.9
Did Calculated= 0.45
12B 138 . Pipe Flow 161 9.4 30 0.058 \9.2 0.1 16.8 3.13 0 0 40.9
DId Calcu1ate4 = 0.45
. -
Node to Node 14B1 14B ,
Input Flow T9= 8 .. 3 4.94 ~.4
14Bl 14B Pipe Flow .31.25 . 0.3 18 0,010 '. 6.6 0.1 8.4 4.9 0 0 8.4
Did Calculated= 0.68
-------------------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: U73MOD-3.WQI 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 14B2 14B
Input Flow Tc= 14.1 3.51 14.1
14B2 14B Pipe Flow 5.25 0.3 18 0.061 15 0 14.1 3.51 0 0 14.1
Did Calculated = 0.53 . ,
Node to Noqe 14B 13B
Flood Route 14B1 14B and 14B2 14B 14.1 ' 3..51 20.1
14B 13B Pipe Flow 126 1.3 24. 0.010 8.1 0.3 14A 3A6 o ' 0 20.1 '
. Did Calculated= ' 0.73
"
Node to Node . 13B 16B
Flood Route 14B 13B and 9B 13B 16.8 3.13 59.1
13B 15B Pipe Flow J39.8 1..9 36 0.014 12.1 0.2 17 3.11 0 o . 59.1
DI d Calculated = .0.65
15B 16B Pipe Flow 31.77 0.8 36 . 0.025 15A 0, 17 3.11 0 0 59.1
DId Calculated= 0.53
. --..... '---..... --------------------~-----
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SECTION 6
INLET AND OUTLET DESIGN
6.1 Curb Inl~t at ContinQ,ous Grade
Use the results of surface ruhoff calculations (100-year/6-hour storm) to determine the length of
curb inlet.
. Formula:
Q = 0.7L(A + Y)3/2
from the City of San 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 (refer 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 ofthe opening of curb inlet).
H/h = 0.73 foot/O.5 foot == 1.46.
QIL = 1.5 CFS/foot.
The City of Carlsbad allows the use of 1.7 CFS/foot for curb inlet design.
Use the results of surface tunoff calculations (100-year/6-hour storm) to determine the lep.gth of
curb inlet.
REP/1602DR-U2.DOC 31
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Basin
Name Street Station .
Bl 16+89.12 N
B2 46+82.95
B3 46+74.83
B4 38+59.43
B5 38+80.95
REP/1602DR-U;WOC
Table 5. Inlet Location and Size Tables
CURB INLETS ON GRADE
Street Name Q (cfs) D (ft.) Opening (ft.) Length (ft.)
Calle Acerbo 4.4 0.28 13.2 15
A venida De Sueno 7.8 0.36 19.44 21
A venida De Sueno 7.1 0.35 18.09 20
Camino Alegre 7.4 0.35 18.85 20
Camino Alegre 4.4 0.31 12.28 14
32
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REPI1602DR-U2.DOC
SECTION 7
WSPG COMPUTATIONS
33
\
;1· I •
~~ vo·
1 )1+00.00 ~ 'IE 116.00 SO
LINE B~5
0=12.1 Cf$
LINE 8-6
0=;18.2 cfs
2+27.80
IE 121.32 SH .
1+33.34
IE 119.91 R
6,=11"28'
1+00.00
IE 119:96 SO
UNEB-4
0=10.1 cfs
4+41.62
IE 128.96 TS
\ .!
34+00
LINE 8-9
0=5.0 cfs
LINE 8-10
0=11.7 cfs
1+76.18
IE 141.15 SH
75.
IE 141.07 R
J7+00
= ~ """ = = -~\\;:= ~ =;; = = h· zk .1-L---. ~ ~VL a!
1 1+31.77
1-1-
if 116.80 R (2
;:
: 1+32.77
IE 116.88 TS (3
1+34.77
IE 117. 05 R ( 4 2+75.58
IE 1l9.03 R
2+81.08
IE 119.fj2 R
1+35.77 C
IE 117.13 TS 5
I
4+74.64.
IE 130.95 R
LINE 8-:-J
6+09.66
IE 139.07 TS
SHELLEY. P·ROPERTY -UNITS 2 AND 3
LINE B
(SHEET 1 OF 2)
0=1.8 cfs
1+00.00
IE 139.57 SO
LINE 8-7
~ ~~.
., "c;
LINE 8-1
Q=4.4 cfs
" J) 1'+32.25 " ,
IE 160.84 5H
SE£,BELOW LE:FT
\I~\, ~ l
l (2) 1+31.25
, IE 160.76 R
/'
",I UNrr 2, UNrrs, l'
't'--1+ 00. 00 ~ , IE 160.38 50' ,~~====~~==~~~::~~::::::::~~============~ t1j, ' ; \ 41+00 ::r: 38+00 CAMINO 39+00 ALEGRE J VO+oo ..,-t-' ,..-,-
'1-
___ ___ ~ ~ z::::s==l.fl ~__ ,;0::;=-~
~<VOl U) .1-I I' 'I '\ I
lLJ ~ =' = -----== -, ' -,' -~ --~ =---=::::::::::::
---....
"--
i uNrr 3
----
lLJ ' U) ~ 9+36.17 IE 159.55 R ,10+2d80 , @) 12+18.98
0=7.4 afs IE 165.13 R '8 ' IE ,178.03 R
9+38.17
'4} IE 159. 71 JX
~ 9+39.17
", ' IE 159.79 R
9+40..17 :J6~ IE 159.88 TS
J 1+00.25 ' 6. :;::4·$5' @ 12+19:98
IE 161.29 SH IE 1'78:11 T5
, 10+02.46 ; 21+0~.25 IE ,163.94 R ' @12+21.98
IE 161.21 R ' IE 178.28 R
,/+00.00 @12+22:98
IE 160.38 50 IE 178.36 T5
LINE 8-2
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'\ I I
\ ~,17+77.08
';\ IE 187,63 SH
--
LINE B-11
0=7.1 cfs
1+00.00
IE 188.05 50 \ 1
1+05 . .25
IE 189.10 R .2
1+06.25 ~17+76.08
: IE 187.55 R iE 1{39.18 5H (J SEE ABOVE RIGTH
\11
14+ 72.B4· ltd ___
IE llf3.14 R . .
~=15·07' __ ' = -' '46+00
PER DWG. 380-1J
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-~ ==---00 • --:I--45+
1-
'44) 13+80.60
, IE 181.28 R
6. :;::13·00'
-
42+00
f:!) 13+38.21
, IE 180.49 R
14+53.27
IE J82.63 R @
51 16+88.56
IE 185.66 T5
14+54.27 '
, IE lB2.71 T5 @
2 .16+89.56, , '
IE 185.74 JX
14+56.27
1£ 182.88 R @
5 16+90.56
IE 185.82 R '
14+57.27
1£ lB2.96 TS CiBl
4 16+91..56
IE 185.91 T5
SHELLEY PROPERTY -UNITS 2 AND 3
LINE B
(SHEET 2 OF 2)
1 if
;1 , '
r
~'~ -i-,
0 1
0 1
1+33.31
IE 188.45 5H J
1+32.31
IE 188.37 R 2
1+00.00
IE 188.05 50 1
Q=1.8 afs
LINE 8-12
WSPGU201, dwg '6/8/00 8: 26: 57 am PST
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DATE: 5/ 4/2000
TIME: 10:30
CARD
CODE
CD
SECT
NO
1
CHN
TYPE
4
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTJNq
NO OF AVE PIER HEIGHT 1 BASE ZL ZR
PIERS WIDTH DIAMETER WIDTH
1.50
INV
DROP
?S
Y(1) Y(2) Y(3) Y(4)
l?AGE 1
Y(S) Y(6) Y(7) Y(9) Y(lO)
I F 0 5 1 5 P PAGE NO 3
I WATER SURFACE PRQFILE -TITLE CARD LISTING
HEADING LINE NO 1 IS -
I SHELLEY PEOPERTY -UNITS 2 AND 3
HEADING LINE NO 2 IS -
I STQRM DRAIN LINEB1
I HEADING LINE NO' 3 IS -
1424.2
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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 DA'l'A 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 LESS THAN OR EQUALS INVERT ELEVATIOR IN HDWKD$, W.S.ELEV 'INV + DC
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LICENSEE, Project Design Consultants F9515P
'STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM, DRAIN LINEB1
1424.2
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
PAGE '1 '
HGT/, BASEl ZL NO l\.\1BPR
DIll. ID NO. PIER
ZR
************************~******************************************************************************************~***************
100.00 160.38 0.654 161. 034 4.4 5.95 0.549 161.583 0.00 0.805 1.50 0.:00 0.00' 0 0.00
12'.26 0 .. 01216 .010922 0.13 0.640 0.00
112.26 160'.53 0.661' 4.4 5.79 0.520 16;1.716 0.00 0.805 1.50 0.00 0.00' 0 0,00
9.81: Q.01216 .009884 0,.10 0.640 0.00
:122-.07 160.65 0.692 161.340 4.4 5.52 0.473 16J..813 0.00 0.805 1.50 0.00' 0.00 0 0.'00
4.90 0.0:1,216 .008692 0.04 0.640 0.00
126.97 160.71 0.718 161.426 4.4 5.26 0.430 161. 856 0.00 0.805 1.50 0.00 0:00 0 0.00
2.68 0.01216 .007648 0.02 0.640 0 .. 00
'129 .. 65 160.74 0,745 161. 486 4.4 5.02 0.391 16'1.877 0.00 0.805 1.50 0.00 0.00 0 0.,00
1.21. 0.01216 .006.736 0.01 0.640 0.0'0
130.86' 160.75 0.774 161.529 4.4 4.78 0.355 161.884 0·.00 0.805 1.50 0.00 0.00 0 0 .. 00
0.39 Q.01216 .005926 0.00 0.640 0.00
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' a 0.00
\
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SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB1
1424.2
I 100.00 .1 W e E H R
100.64
I ],01.28
101.91
102.55
I 103.19
103.83'
104.46
I 105.10
105.74
106.38
107.02
I 107.65
108.29
108.93
I 109.57
110.20
110.84
I 111.48
112.12
112,.76 I W e E H R
113.39
I 114.03
114.67
115.31
I 115.94
116.58
117.22
117.86 I 118.49
119.13
119.77
I 120.41
121.05
121.68
I 122.32 I W C E H R
122.96
123.60
124.23
I 124.87
125.51
126.15
I '126.79
127.42 I W c E H R
128.06
I 128.70
129.34
129.97 I W C E H R
130.61
I 131.25 I we E H ~
I 160.38 160.57 160.76 :1:60.94 161.13 161.32 161.51 161. 70 161.88 162.07 162.26
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NOT E S
+. GL09SARY
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
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'
CD 1 4 1.50
ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(,7) Y(B) Y(9) Y(l'O)
DROP
4-\
I FOS1SP PAGE NO 3
I WATER 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 HEADI"NG LINE NO 3 IS -
1424.2
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ELEMENT NO
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NO EDIT ERRORS
** WARNING NO.
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-F0515P
WATER SURFAC~ PROFILE -ELEMENT CARD LISTING
1 IS A SYSTEM OUTLET *
2
3
uls DA"I:A
IS A R~CH
ulS DATA
STATION
100.00
STATION
105.25
IS A SYSTEM HEADWORKS
UIS DATA STATION
106.25
ENCOUNTERED-COMPutATION IS
*
INVERT SECT
160.38 1
INVERT SECT
161.21 1
INVERT SECT
161.29 1
NOW BEGINNING
*
N
0.013
*
W S ELEV
0.00
W S ELEV
0.00
l?AGE NO 2
RADIUS ANGLE ANt; PT.MAN H
0.00 0.00 0.00
2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC
I LICENSEE: Pro1ect Design Consultants F0515P
I
I' 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 DEPTH
SO SF AVE HF NORJ1 DEPTH
HGT/
DIA
BASEl
ID NO.
PAGE 1
ZL NO AVBPR
PIER
ZR I ** * *** ** * ** ** * * * * ** * * * * * * * * * * ** **** * * ** * * * * * * * * * * * * * ** ** * * * * "!t' * * ** ** ** * * * * * *-* * * * **** * ** * * * *"* * *.*"* * * * * * ** ** * ** * * *"11" * * * * * ** *** * * ** * * **-**
I 100.00 160.38
0.59 0.15810
0.645 161.025 7.4 10.18 1.609
.032306
162.634'
0.02
0.00 1.054
0.430
1.50 0.00 0.00' o O.QO
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· 0.06 o 0:00
0.88 0.15810 . 029160 0.,03 0.430 . o.do
10-1. 47 160.61 0.683 161. 2'96 7.4 9.43 1.380 162.676 0.00 1.054 1.50 0.000.00 o 0.00
I 0.75 0.15810
102.22 160.73 0.709 161..441 7.4
.025636
8.9~ 1.255
0.02
162 .. 696 0.00 1.054
0..430
1.50
0.00
0.00 0.00 o 0.00
I 0.65 0.15810' .022562 0.01 0.430 0.00
102.87 160.83 0.736 161.569 7.4 8.57 1.142 162.711 0.00 L054 LSD 0.00 0.,00 o 0 •. 00
I 0.55 0.15810 .019864 0.01 0.430 0'.00
I 103.42. 160.92
0.46 0.15810
0.764 161. 684 7.4 8.18 1.038
.017496
162.722
0.01
0.00 1 .. 054
0.430
1.50 0.06 0.00 o 0.00
0.00
103.88 160.99 0.793 161.786 7.4 7.80 0.944 162.730 0.00 1.054 L5Q 0.00 0.00 o 0.00
0.38 0.15810 .015422 0.01 0.04'30 0.00
I 104.26 16:1..05 0.824 161. 878 7.4 7.43 0.857 162.735 0.00 1.054 1.50 0.00 0.00 0.00
I 0.31 0.15810
104.57 161.10 0·.857 161.960 7.4
.013614
7.0·9 0.780
0.00
162·.740 0.00 1.054
0.430
1.50
o.do
0.00 0.00 0.00
I 0.25 0.15810 .012036 0.00 0.430' 0.00
104.82 161..14 0.892 162.034 '7..4 6.76 0.709 162.743 0.00 1..054 1.50 d.oo 0.00 o 0.00.
I 0.19 0.15810 .0):0649 0.00 0.430 a,. ob
I 105.01 161.17
0.13 0.15810
0.928 162.101 7.4 6.44 0.644
.009436
162.745
0.00
0.00 1.054
0.430
1.50 0.00 o.db o o.po
0.00
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I LICENSEE: Proje~t Design Consu~tants F0515P 2
WATER SuRFACE PROFILE LISTING
I SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB2
1424.2
STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV D)::PTH DIA ID NO. PIER I
L/ELEM SO SF AVE HF NORM DEPTH ?R
********************~****************************************************************************~********************************* I
,105.14 161.19 0.96'1 162.160 7.4 6.14 0,.586 162.746 0.00 1.054 1.50 0.00 o.ob 0 (r.oq
0.09 0.15810 .0083'77 0.00 0.430 0.00 I
I 105.23 161.21 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 .007446 0.00 0.430 0.00
I 105.25 161.21 1.054 162.21;>4 7.4 5.58 0.483 162.747 0.06 1.054 1.50 0.00 0.00 0 0.,00
106.25 161.29 1.054 162.344 7.4 5.58 0.483 162.827 0.00 1.054 1.50 0.00 0.00 0 0.00 I
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SHELLEY PROPERTY -UNITS 2 AND' 3
I STORM DRAIN LINEB2
1.424.2
I' 100.00 .1 W C H E R
100.13
I 100.26
100.38
100.51
I" 100.64 I W C H E R
100.77
100.89
I I 01.. 02
101..15
101..28
101..40
I 101..53 I W C H E R
101.. 66
101.79
I 101..91
102.04
102.17
102.30 I W C H E R
I 102.42
102.55
102.68
I 102.81
102.93 I W C H E R
1.03.06
I 103.19
1.03.32
103.44 I W C H E R
103.57
I 1.03.70
103.83
103.95 I W c Fi 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
104.85 "" I W C H E R
I 1.04.97
'105.10 I W C H E R
105.23 I W C HE R
I :).05.36 I W C HE R
105.48 I X HE R
105.61
I: 1.05.74
105.87
105.99
106.12
I 1.06.25 I X H E. R
I ],60.38 160.62 160.87 161..11 161..36 161. 60 161. 85 162.09 162.34 162 .. 58 1'62.83
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1 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 1
Y = WALL ENTRANCE OR EXIT
1 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
CD 1 4
CD 2 4
CD 3 4
CD 4 4
CD 5-3
FOS1SP
WATER SURFACE PROFILE -CHANNEL ,DEF1N1TION· ~I$TING
NO OF AVE PIER HEIGHT 1 BASE
PIERS WIDTH
0 0.00
DIAMETER WIDTH
1.50
2.00
2.50
3.00
10.00· 4.00
ZL ZR INV
DROP
0.06 0.00 0.00
Y'(2) Y(3') Y(4)
PAGE 1
Y(S) Y(6) Y(7) Y (8) Y(9) Y(10)
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HEADING LINE NO 1 IS -
HEADING LINE NO 2 IS -
HEADING LINE NO 3 IS -
F 0 !:i ;I. 5 P PAGE NO 3.
WATER SURFACE PROFILE -TITLE CARD LISTING
SHELLEY PROPERTY -~ITS 2 AND 3
STORM DRAIN LINEB3
1424.20
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ELEMENT NO
ELEMENT NO
ELEMENT NO
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
116.00 4
2 IS A REACH
u/s DATA
* *
STATION INvERT SECT
131.77 116.90 4
3 IS A TRANSITION *
u/s DATA STATION
132 .. 77
4 IS A REACH
u/s DATA
5 IS A TRANSITION
U/s DATA
6 IS A REACH
U/S DATA
7 IS 11, REACH
U/S DATA
*
STAT.ION
134.77
*
STATION
135.77
*
STATION
254.88
*
STATION
* *
INVERT SECT
116.88 5
INVERT
117.05
*
*
SECT
5
INVERT SECT
117.13 4
*
*
* *
INVERT SECT
118.75 4
INVERT SECT
N
0.013
N
0.013
N
0.013
N
0.013
N
0.013
N
275.58 l18.03 4 0.013
W S ELEV
Q.OO
l?AGE NO 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 ~
RADIUS ANGLE ANG PT MAN H
0.00 ~.OO 0.00 0
RAmus ANGLE ANG PT MAN H
0.00 26.22 0'.00 o
RADIUS ANGL~ ANG' PT MAN H
0.00 0.00 0.00 o
THE ~OVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT-ELEV -WARNING
ELF;MENT NO
ELEMENT NO
ELEMENT NO
8 IS A~SITION *
u/s DAT~ STATION
276.58
9 IS A REACH *
u/s DATA STATION
* *
INVERT SECT
1'19.05 5
*
INVERT SECT
278.58 i19.41 5
10 IS A TRANSITION
U/S DATA STATION
* *
INVERT SECT
N
0.013
N
0.013
N
279.58 119.53 4 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 SECT
281.08 119.62 3
ELEMENT NO l2 IS A TRANSITION *
U/S DATA STATION
282.08
* *
INVERT SECT
119.68 5
* * *
N
0.013
N
0.013
ELEMENT NO 13 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT-1 LAT-2 N
283.08 119.74 5 2 o 0.013
*
Q3
18.2
Q4
0 .. 0
·RADIUS A,NGLE AN~ PT MAN H
0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 (l.00 o
* *
INVERT~3 INVERT-4 PHI 3 PHI 4
0.00 119.96 0.00 72.36
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WATER SURFACE PROFILE -ELEMENT' CARD LISTING
ELEMENT NO 14 IS A REACH *
U/S DATA STATION ~NVERT SECT
284.08 119~79 5
ELEMENT NO 15 IS A TRANSITION * *
U/S DATA STATION
285.·08
INVERT SECT
119 .. 85 3
ELEMENT NO 16 IS A REACH
u/s DATA
*
STATION
290.34
* *
INVERT SECT
120.15 3
ELEMENT NO 17 IS A REACH * * *
'U/S DATA STATION INVERT SECT
ELEMENT NO 18 IS A TRANSITION
uls DATA
ELEMENT NO 19 IS A REACH
UIS DATA
ELEMENT NO 20 IS A TRANSITION
U/s DATA
440.62 128.88 3
STATION
441. 62
*
INVEjl.T SECT
128.96 5
* *
STATION INVERT SECT
443.62 129.13 5
*
STATION
444.62
INVERT
129·.21
SECT
3
*
ELEMENT NO 21 IS A REACH * * *
U/S DATA STATION INVERT SECT
ELEMENT NO 22 IS A REACH
u/s DATA
ELEMENT NO 23 IS A REACH
455.17 129.82 3
* * *
STATION INVERT SECT
474.64 130_95 3
* * *
ulB DATA STATION
605.66
INVERT SECT
138.57 3
ELEMENT NO 24 IS A TRANSITION *
u/s DATA
ELEMENT NO 25 IS A JUNCTION
STATION
606.66
*
,. *
INVERT SECT
138.69 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
uls DATA STATION INVERT SECT LAT-l LAT-2 N
607.66 l38.82 5 1 1 0.013
*
Q3
1.7
PAGE NO 3
RADIUS ANGLE ANG PT MAN H
0 .. 00 0.00 ·9·.0P o
RADIUS AN<3LE ANG PT MAN H
0.00 13.42 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 ANGLE ANG PT MAN H
0 .. 00 3.33 0.00 o
RADIUS ANGLE ANG PTMAN H
0.00 0;00 0.00 ~
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
,. *
Q4 INVERT-3 INVERT-4 PHI 3 P:!lI 4
77.:51 11.0 139.57 139.57 45.15
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WATER SURFACE PROFILE -ELEMENT CARD LISTING
ELEMENT NO
ELEMENT NO
ELEME.NT NO
26 IS A REACH * *
u/s DATA STATION INVERT SECT
·608.66 138.94 5
27 IS A TRANSITION
PIs DATA
28 IS A REACH
U/S DATA
*
STATION
609.66
*
STATION
799.97
* *
INVERT SECT
139.07 2
* *
INVERT SECT
150.61 2
ELEMENT NO 29 IS A TRANSITION * *
u/s DATA STATION INVERT SECT
800.97 150.69 5
ELEMENT NO 30 IS A REACH * * *
'ELEMENT NO
ELEMENT NO
ELEMENT NO
u/S DATA STATION
802.97
31 IS A TRANSITION
U/S DATA STATION
*
INVERT SECT
150.86 5
* *
INVERT SECT
803.97 150.94 2
32 IS A REACH
u/S DATA
33 IS A TRANSITION
u/s DATA
STATION
936.17
*
STATION
937.17
*
* *
INVERT SECT
159.55 2
* *
INVERT SECT
159.63 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
ELEMENT NO 34 IS A JUNCTION
U/s DATA STATION INVERT SECT LAT-1 LAT-2 N
ELEMENT NO 35 IS A REACH
u/S DATA
'ELEMENT NO 36 IS A TRANSITION
U/s DATA
ELEMENT NO 37 IS A REACH
u/s DATA
938.17 159.71 5
*
STATION
939.17
*
STATION
* *
INVERT SECT
159.79 5
* *
INVERT SECT
94'0.17 159.88 2
*
STATION
1002.46
* *
INVERT SECT
163.94 2
1 1 0.013
N
0.013
N
0.013
N
0 .. 013
PAGE NO 4
RADIUS ANGLE ANG PT MAN H
0.00 0 . .-00' 0.00 0
.RADIUS ANGLE ANG PT MAN H
0.00 O~'OO 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
RADIUS' AN\3LE ANG PT MAN· H
0.00 0.00 0 .. 00 0
* * *
Q3 Q4 INVERT-3 INV£RT-4 PHI 3 PHI 4
4.2 6.9 160.38 160.38 55.27 90.00
RADIUS ANGLE ANG PT MAN H
0.00 0.60 0 .. 00 o
RADIUS ANGLE ANG PT MANH
0.00 0.00 0.00 o
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WATE~ SURFACE PROFILE -ELEMENT CARD LISTING
* * ELEMENTNO 38 IS A REACH
U/S DATA STATION
1020.80
INVERT SECT
165.13 2
* *' * ELEMENT NO 39 IS A REACH
U/S DATA STATION
1218.98
INVERT SECT
178.03 2
ELEMENT NO 40 IS A TRANSITION * * *
U/S DATA STATION INVERT SECT
1219.98 178.11 5
ELEMENT NO 41 IS A REACH *
U/S PATA STATION INVERT SECT
1221. 98 178.28 5
ELEMENT NO 42 IS A TRANSITION *
U/S DATA STATION INVERT SECT
ELEMENT NO 43 IS A REACH
u/s DATA
1222.98 178.36 2
* *
STATION
1338.;n
INVERT SECT
180.49 2
*
*
*
ELEMENT NO 44 IS A REACH
u/S DATA
* *, *
STATION
1380.60
INVERT SECT
18i.28 2
ELEMENT NO 45 IS A REACH * * *
u/s DATA STATION INVERT SECT
1453.27 182.63 2
ELEMENT NO 46 IS A TRANSITION * * *'
U/S DATA STATION INVERT SECT
1454.27 182.71 5
ELEMENT NO 47 IS A REACH * * *
u/s DATA STATION INVERT SECT
1456.27 182.-88 5
ELEMENTNO 48 IS A TRANSITION * * *
u/s DATA STATION INVERT SECT
1457.27 182·.96 2
ELEMENT NO 49 IS A REACH
u/s DATA
* * *
ELEMENT NO 50 IS A REACH
U/S DATA
STATION
1472.84
*
STATION
1687.56
ELEMENT NO 51 IS A TRANSITION *
u/S DATA STATION
INVERT SECT
183.14 2
* *
INVERT SECT
185.58 2
* *
INVERT SECT
1688.56 185.66 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
PAGE'NO 5
. RADIUS ANGLE ANG PT MAN H
'0.00' 4.55 0.60 o
!UillIUS ANGLE ANG P'r MAN H
0.06 0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0 .. 00 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00
·RADIUS ANGLE ANG PT
0.00 ia.oo O.OQ
o
MAN 'H
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 o
RADIUS ANGLE ANG PT MAN H
o.Od 15.07 0.00 o
RADIUS ANGL~ ANG PT MAN H
0.60 9··00 0.00 o
I F 0 5 1 5P PAGE NO 6
I WATER SURFAC~ PRPFIpE -ELEMENT CARD LISTING
ELEMENT NO 52 IS A JUNCTION * * * * * * *
I U/s 'DAT~ STATION INVERT SECT LAT-l LAT~2 oN Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4
1689.56 185.74 5 1 0 0.013 2.2 0.0 186.41 0.00 90.00 0.00
ELEMENT NO 53 IS A REACH * * *
I u/s DATA STATION ,[NVERT SECT N RADIUS ANGLE ANG PT MAN H
1690.56 185 .. 82 5 0.013 0.00 0.00 0.00 0
I ELEMENT NO 54 IS A TRANSITION * *
U/s DATA STA';L'ION INVERT SEcT N
1691.56 185.91 2 .0.013
I ELEMENT NO 55 IS A REACH * *
U/S DATA STATION INVERT SECT N . RADIUS ANGliE ANG PT MAN H'
1776.08 187.55 2 0.013 0.00 5.57 0.00 O.
I ELEMENT NO 56 IS A SYSTEM HEADWORKS * *
U/s DATA STATION INVERT SECT W S ELEV
1777.08 187.63 2 0.00 I NO EDIT ERRORS ENCOUNTERED_COMPUTATION IS NOW BEGINNING
** WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS ~ESS THAN OR EQUALS INV~RT 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 -UNIT$ 2 AND 3
STORM DRAIN LlNEB3
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
ZL NO AVBPR
PIER
ZR I ** *.** * ** * * * * * *'* *** *** * ** **** * ** * ** ** * * * * * * *'* * * * * *' * * * * * * * * * * * ** * * * ** * ** * * ** ** * * * * ** * * * ** * *,* * * * ** ** ** * * * * * ** ** * **,** * * * * ****** *** ** * **
100.00 116.00 I
7.59 0.02518
1. 842 117.842 59.1 12.99 120.461 0.00 2.,486
1.601
3.,00 0.00 0,00 2.619
.015818
o 0.00
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 o
14.07 0.02518 .014545 0.20 :1.601 0.00
121.66 116.55 1.952 118.498 59.1 12.14 2.287 120.785 0.00 2.486 3.00 0.00 0.00 o
10.11 0.02518 .012921 0.13 1. 601 0.00
131.77 116.80 2.036 118.836 59.1 11.57 2.079 120.915 2.486 3.06 0.00 0.00 o 0.00
I TRANS STR 0.08000 .019748 0.02 0.00
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 o ,0.00,
I 2.00' 0.08500 .026516 0.05 0.690 0.00
134.77 117.05 1.039 118.089 59.1 14.22 3,.140 121.229 0.00 1.893 10.00 4.00 0.,00 o 0.0.0
TRANS STR 0.08000 .019524 0.02 0 .. 00
135.77 117.13 1.969 119.099 59.1 12.02 2.242 121.341 0.00 2.486 3.00 0.00 0.00 o 0.00
119.11 0.01360 .012701 1.51 1,.95,5 0.00
I 118.75 2.043 120.793 59.:1 11.53 2.063 122.856 2.486 3.00 0.09 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
0.00 0.00
.012634
11.97 2.224 o
I 2.92 -.03478 .01'4050 0.04 0.000 0.00
259.77 118.58 1. 896 120.476 59.1 12.55 2.447 122.923 0.00 2.486 3.60 0.00 0.00 o 0.00
I 3d3 -.03478 , .015838 0.05 0.000 0.00
263.10 118.46 1.820 120.284 59.1 13.17 2.691 122.975 0.00 2.486 0.'00 0.00 o 0:00,
3.76 -.03478 .017884 0.07 0.000
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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
SO
W.S.
ELEV
Q VEL VJ;:L
HEAD
SF AvE
ENERGY SUPER CRITICAL
GRD. EL. ELEV. DEPTH
HF NQRM DEPTH
HGT/
DIA
BASE/
ID NO.
PAGE 2
ZL NO AVEPR
PIER
ZR
* * * * * * ** * *** * * * ** * * * * ***,** * ****** ** ****,* * * ** ** **** * * * ***"* * ** * ** ** *** ** **** ** * *** * * ** * * * ****** * * ** * * ** * *** **** *:* ** *** * * * * ***** **-* ***
266.86 llB.33 1. 749 120.082 59.1 13.81 2.961 123.043 0.00 2.486 3.00 0.00 6.00 0.00'
4.17 -.03478 .020229 0.08 O.bOO 0.00'
271.03 118.19 1.-682 119.870 59.1 14.48 3.257 123.1:27 0.00 2.486 3.00 0.00 0.0.0 0.00
4.55 -.. 03478 .022908 0.10 0.000 0.00
275.58 118.03 1.619 119.649 59 .. 1 15.19 3.582 123.231 0.00 2.486 3.00 0.00 0.00 o 0.00
TRANS STR 1.02000 .0254B9 0.03 0.00
276.5B 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 O.lBOOO .026092 0.01 0.540 0.00
277 .. 08 119.14 1.041 120.182 59.1 14.19 3 .. 128 123.310 0.00 1.893 10.00 4.00 0.00 6 0.00
1.50 0.18060 .023913 0.04 0.540 0.00
278.58 119.41 1.092 120.502 59.1 13.53 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 :£]:9.53 2.221 121. 751 59.1 12.83 2.554 124.305· 0.00 2.387 2 .. 50 0.00 p.OO 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 2.387 2.50 0.00 0.00 o 0.00
TRANS STR 0.06000 .009249 0.01 p.OO
282.08 119.68 4.727 124.407 59.1 3.13 0.152 124.559 0.00 1. 893 1:0.09 4.00 0.00 o 0.06
JUNCT STR 0.06000 .000349 0.·00 0.00
283.08 119.74 4.·774 124.5];4 40.9 2.14 0.071 124.585 0.00 1.481 10.ob 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 :L17 6.073 124.586 0.00 1.481 10.00 4.00 0.00 o 0.06
TRANS'STR 0.06000 0.00
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LICENSEE: Project Design Consultants F051.5P
STATION
L/ELEM
INVERT
ELEV
SO
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424,.20
DEPTH
OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
SF AVE
ENERGY
GRD.,EL.
HF
SUPER
ELEV
CRITICAL
DEPTH
NORM DEPTH
HGT!
DIA
Bf\SE/
ID NO.
P1\GE 3,
ZL NO AVBPR
PIER
ZR
* ** ** ** '* ** **"*"* ** * *_* *** * * ** * *** * ** * * * * * ** **** * * ** * ** ** * ** *** * * * * ** ** ** *** * * * ** * * ** * ** * *~ * * * * ** ~ * * ** * * * * * * * *'* ** * ** * ** ** **.** * * * * **tr ** *
285.08 119.85 1.125 120.975 40.9 19.10 5.667 126.642' 0.00, 2.148 2.50 0.00 0.00 o 0.00
5.26 0.,05703 .057390 0.30 1.125 0,.00
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 ,0 ,0.00
58.55 0.05809 .056897 3.33 1.120 0.00
348.89 1.129 124.680 40.9 i8.98 5.593 1.30.273 0.00 2.148 2.50 0.00 0:00 o 0.00
91.73 0.05809 .053016 4.86 1.120 0.'90
440.,62 128.88 1.172 130.052 40.9 18.10 5.086 135.138 0.00 2.148 2.50 0'.00 0.,00 o 0.,00
T~S STR 0.08000 .071587 0.07 0.00
441.62 128.96 0.525 129.485 40.9 19.4(1 5.890 135.375 0.00 1.481 10.00 4.00 0.00 o 0.00
2.00 0.08500 .093779 0.19 0 .. 541 0.,00
443.62 129.p, 0.524 129.654 40.9 19.50 5.907 135.561 0.00 1.481 10.0,0 4.00 0.00 o
TRANS STR 0.08000 ,073557 0.07 0 .. 00
444.62 129.21 1.150 130.360 40.9 18.56 5.347 135.707 0.00 2.148 2.50 0.00 0.00 o 0 .. 00
10.55 0.05782 .052733 0.56 1.121 0.00
129.82 1.154 130.,974 40.9 18.47 5.294 136.268 0.00 '2.148 '2.50 0"00 0.,00 o 0:00
1'9.47 0.05804 .051426 1.00 1.120 0'.00
474.64 130.95 1.166 132.116 49·9 18.22 5.154 137.270 0.00 2.148 2.50 0.00 0.00 6 0.00
25.33 0.05816 .048858 1.24 1.120 0.00
132.42 1.189 133.612 40.9 17.77 4.902 138.514 0.00 2.148 2.50 0.00 0.00 o 0.06
29.14 0.05816 .044378 1.29 1.:120 0.00
529.11 i34.12 1.233 135.351 40.9 16.94 4.457 139 __ 808 0.00 2·148 2.50 0,00 0.00 0.00
18.71 0.05816 .039069 0.73 1.120 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
:Y/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.BL. ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGT/
DIA
BA9E/
ID N0.
PAGE 4
ZL NO AVBPR
PIER
ZR
***~*******************~**************************************************************************~********************************
547.82 B5.21 1.281 136.487 40,9 16.15 4.052 140.539 0.00. 2.148 2.50 0.00 0..00 6.0.6
1'3.46 0.05816 .034430 0.46 1.120 0.00
561.28 135.99 1.330 137.319 40.9 15.40 3.682 141.001 0.00 2.148. 2.50 0..60 0.00 o 0..0.0
10.17 0.05816 .030358 0.31 1.120 0.00.
571045 136.58 1.382 137.962 40..9 14.'69 3.349 141.311 0 .. 00 2 .. 148 2.50 0.00 0.00 o 0..0.0
7.95 0.0.5816 .026799 0.21 1 .. 120 0.00
579040. 137.0.4' 1.437 138.480 40.9 14.00 3.044 141.524 0.0.0 2.148 2.50 0.00 0.00 o 0.00
6.35 a.a58i6 .023686 .0 •. 15 1.120' 0.00
5115.75 137 Al 1.495 138.90.7 40..9 13.35 2.767 141.674 0.00. 2.148 2.50 0·90 9.00 o 0.00
5.12 0·.0.5816 .020.960 0.11 1.120 0.00
590..87 137.71 1..556 139.266 40.9 12.73 2.516 141.782 0.00 2.148 2.50 0.00 0.00 o 0.00
4.13 0.058'1.6 .018576 0.68 . 1.120
595.00 137.95 1.621 139.571 40.9 12.14 '2.287 141.858 0.00 2.50 0.'0.0 0.00 o 0'.00
3.31 0.05816 . (116497 0.05 1.120 0.00
598.31 138.14 1.691 ),39.834 4.0.9 11.57 2.079 141.913 0.00 2.148 2.5'0 0.00' 0.00 o '0.00
2'.63 O. a58:L6 .014689 0.04 1.120. 0..00.
60.0.94 138.29 1.766 140.061 40.9 11. 03 1. 890 141. 951 0.'00 2.148 2.50 0 .. 00 0·.00 .00.00
2.0.1 0..0.5816 .013118 0.03 1.120 0.00
602 .. 95 138 Al 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 .011759 0.02 1.120
604.42 138.50. 1.935 1400433 40.9 10.03 1.562 141.995 0.00 2.148 2.50 0.00 0 •. 00. a 0.0.0.
·0.·91 0..0.5816 .0.1060.4 0 .. 01 1,.120 0.0.0·
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LICENSEE: Project Design Consultants FP515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
H24,.20
INVERT DEPTH
ELEV OF FLOW
SO
W.S.
EL~
Q VEL VEL
HEAD
SF AVE
ENERGY SUPER CRITICAL
GRD . EL . ELEV DEPTH
HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE 5
Zp NO AVBPR
PIER
ZR:
********************************************************************************~**************************************************
605.33 138.55 2.034 140.585 40.9 9.5'6 1.420' 142.005 0.00 2.148 2.50 0.00 0.00 o 0 .. 00
0.33 0.05816 .009649 0.00 1.120 0.00
605.66 138.57 2.148 140.718 40.9 9.11 1.290 142.008 0.00 2,148 2.5.0 0.00 0.00 o 0.00
TRANS STR 0.12000 .004887 0.00 ' 0.00
606.66 138.69 3.287 141.977 142.127 0.00 1.481 10.,00 4.00 0.00 o 0.00
JUNCT STR 0.13000 .000410 0.00
607.66 138.82 3.277 142.097 28.2 2.15 0.072 142.16.9 0.00 1.156 10.00 4.00 0.00 o 0.00
1.00 0.12000 .000279 0.00 0.380 0.00
608.66 138.94 3.151 142.091 28.2 ~.24 0.078 142:.169 0.00 1.156 ;to.oo 4.00 0.00 o 0.00
TRANS STR 0.13000 0.,00
609.66 139.07 1. 010 140.080 28.2 17.72 4.878 0.00 1.832 2.00 0 .. 00 0,00 o 0.00
94.05 '0.06064 .060095 5.65 1.010 0.00
703.71 144.77 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 0.06064 .057014 5.49 1.010 0.00
799.97 150.61 1.043 15'1.653 28.2 17.02 4.497 156 .. 150 0.00 1. 832 2.00 0.00 0.00 o 0.00
TRANS STR 0.08000 .087285 0.09 0.00
800.97 150.69 0.380 151-.070 28.2 18.55 5.345 156.415 0.00 1.156 io.ob 4.00 0.00 o 0.00
2.00 0.08500 .122048 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 10,0:0 4.00 0.00 o 0.00
TRANS STR 0.08000 .091746 0.09 0.00
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 0.06513 .058533 1.49 0.984 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UN~TS 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
HGTI
DIA
BASEl
ID NO.
PAGE 6
ZLNO AVBj?R
PIER
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 O.O~ a 0.00'
33.72 0.06513 .053'6'60 1.81 0.'984 0.00
863.22 154.80 1. 065 155.864 28.2 16.58 4.268 160.132 0.00 1.832 ,2.00 0.00 0.00 o 0.00
19.47 0.06513 .047318 0.92 0.984 0.00
882.69 156.07 1.106 157.173 28.2 15.81 3.880 161.053 0.00 1.832 2.00' 0.00 0.00 o 0.00
13.21 0.06513 .041761 0.55 0.984 0.06
895.90 156.93 1 . .150 158.077 28.2 15.07 3.5:p 161. 604 0.00 1.832 2.00 0.00 -0.00 o 0.00
9.69 0.06513 ·936918 0.36 -0.984 0·90
905.59 157.56 1.197 158.755 28.2 14.37 3.205 161.960 0.00 1.832 2.00 0.00 0.00 o 0.,09
7.47 0.065D .,032679 0.24 0.984 0.00
913.06 158.04 1.246 159.29i 28 .. 2 D.70 2.913 162.204 0.00 1.832 2.00 0.00 0.00 o 0.00
5.89 0.06513 .028963 0.17 0.984 0.00
918.95 158.43 1.298 159.726 28.2 13-.06 2.649 162.375 0.00 1.832 2.00 0.00 0.00 o 0.00-
4.69 0.-06513 .025723 0.12 0.984 0.00
923.64 158. 7~ 1.354 160.088 28.2 12-.46 2.409 162.497 0.00 1.832 2.00 0.00 0.00 o 0.00
3.76 0.06513 .022902 0.09 6.984 0.00
927.40 158.98 1.414 160.393 28.2 11.87 2.189 .162.582 0.00 1.832 ,;Loo '0.00 0.00 o 0.-00
3.00 0.06513 .020454 0.06 0.984 0.00
930.40 1590'17 1.479 160.653 28.2 n.32 1.990 192.643 0.00 1.832 -2.00 0.00 0.00 0, 0.00
2.37 0_.06513 .01.8335 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 2.09 0.00 0.,00 0, 0.00
1. 76 0.06513 .016531 0.03 0.984 o.po
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LICENSEE: Proj ect Design Consul·tants 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 D!,!PTH
HGTI
DIA
BASEl
IP NO.
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 2.00 0.00 0.00 o 0.00
1. 17 0.06513 .015049 0.02 0.984 ,0.:00
935.70 159.52 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
.013954 O. ill 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 0.06 o 0.00
TRANS STR 0.08000 .006903 0.01 0.00
937.17 159·.63 3.169 162.799 28.2 2.22 0.077 162.876 0.00 1.156 10.00 4.00 O.O,Q o 0.00 _
JUNCT STR 0.08000 .000197 0.00 0.00
938.17 159.71 3.172 162.882 17.1 1.35 0.028 162.910 0.00 0·.828 10.pO 4.00 0.00. o 0.00
1. 00 0.08000 .000110 0.00 0.314 0.00
939.17 159.79 162.881 17.1 1.38 0.030 0.00 0.828 10.00 4 .. 00 0.00 0 O.Op
TRANS STR 0.09000 0.00
940.1.7 159.88 0,743 160.623 17.1 16.09 4.018 164.641 0.00 1.491 2.00 0.00 0.00· 0 O.op
34.66 0.06518 .0660098 2.29 0.743 0.00
974.83 162.14 162.882 17.1 16.09 4.018 166.900 0.00 1.491 2.00 0.00 0.00 o 0.00
27.63 0.06518 .065867 1.82 0.743 0.00
1002.46 163.94 0.744 1:64.684 17.1 16.06 4.003 168.687 0.00 :J..491 2.00 0.00 0:.00 o 0.00
18.34 0.06488 .065867 1.21 0.750 , 0.00
1020.80 165.13 0.743 165.873 17.1 16.09 4.018 169.891 0.00 lA91 2.00' 0.00 0.00 o 0.00
1. 50 0.06509 .066098 0.10 0.743 0.00
1022.30 165.23 0.743 165.971 17.1 16.09 4.'018 169.989 0.00· 1.491 2.00 0.,00 0.00 o 0.00
8.89 0.06509 .065991 0.5"9 0.74:3 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFI'LE ,LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
INVERT DEPTH W.S.
ELEV
Q VEL VEL· ENERGY 'SUPER CRITICAL
ELEV OF FLOW HEAD GRD. EL. ELEV DEPTH
SO SF AVE HF NORM DEPl'H
HGTI
DIA
BASEl
ID NO.
PAGE 8
ZL NO A~PR
PIER
ZR
** * * * * * * * * * * * ** * * ** * * * * ** * * * *** * * * ** * ** ** * * * * * * * * * * * * * * * *** * * * ** * ** * * ** * ** * * ** *** * * * * * **.* *-* 'tr * * * * * ~* * *,** * * **** * * ****-tr** **** * * * *** **-*
1031.19 165.81 0.743 166.549 17.1 16.07 4.011 170.560 0.00 .1.491 2.00 0.00 0.00 o 0.00,
104.020.06509 .061843 6.43 0.743 1).00
1135.21 172.58 0.770 173.347 17.1 15.34 3.652 176.999 1.4,91 0.00 0.00 o 0·.00
28'.05 0.06509 .054266 1.52 0,743 0.00
1163.26 174.40 0~798 175.2,01 17.1 14.'62 3.317 178.51:8 0.00 1.491 2.00 0.00 0.00 o 0,.00
15 .. 61 0.06509 .. 047627 0.74 0.743 0.00
1J:78.87 175.4;< 0 .. 827 176.246 17.1 13.94 3.016 179.262 0.00 1.491 2.00, o 0.00
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, 1.491 2.00 0.00 0.00 o o~oo
7'.66 0.06509 .036726 0.28 0.743 0.00
1197.02 176.60 0.889 177 .4'89 17.1 12,.67 2.491 179 .. 980 0:00 1.491 2. DO' 0.00 C).OO o 0.00
5.90 0.06509 .. 032282 0.19 0.743 0.00
1202.92 176.98 0.922 177.906 17.1 12.0B 2.265 180.171 0.00 1.491 2,.00 0.'00 0.00 o 0.00
4.68 0.06509 .. 028380 O. J:3 0.743 0.00
1207.60 177.29 0»956 178.245 17.1 11.52 2.059 180.304 0.00 1.491 2.00 0.00 0.00 ,0 0.00
3.74 0.06509 .024973 0.09 0.743 0.00
1211.34 177 . .53 0.993 178,.526 17.1 10.98 1.873 180.39'9 0.00 2.00 0.00 0.00 a 0.00
3.07 0.06509 .021997 0.07 0.7.43 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 a '0.00
2 .. 51 0.06509 .. 019384 0.05 0.743 0,00
1216 .. 92 177.90 I.on 178.967 17.1 9.98 1.547 180.514 0.00 ~.491 2.00 0.00 0.00 a 0.00
2.06 0.06509 .017099 0.04 0.743 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
~NERGY SUPER CRITICAL
GRD . EL. ELEV DEPTH
SO SF AVE HF NORM DEPTK
HGTI
DIA
BASEl
ID NO ..
p,AGE 9
ZL NO AVBPR
PIER
ZR
* *,* * * * * * * * ** * * * "" *"* * * ** * *** *** * * * * * * * *** * * * * * * * * * * * * * * * * * * * * * * ** * * * * ***;Ie * * *** * ** * * **** * * ** * * * * * **_** * *** * **.* *.** * *** * ***** ***** *** *"!t * *
1218".98 178.03 1.113 179.H3 17.1 9.52 1.406 180.549 0.00 1.491 2.00 0.00 0.00 0 C).oo
TRANS STR 0.08000 .036499 0.04 0.00
1219.98 ~78.1l 0.351 178.461 17.1 12.19 2.307 180.768 0.00 0.828 10.00 1.00 0.000 0.00
2.00 0.08500 .'055843 0.11 0.310 0.00
1221. 98 178.28 0.355 178.635 17.1 12.03 2.245 180 .. 880 0.00 0.828 10.00 4.00 0.00 o 0".00
TRANS S"TR 0.08000 ."036628 0.04 0".00
1222.98 178.36 1."065 179.425 17.1 10.'06 1.571 180.996 9··09 1.491 2.00 0.00 0.00 o 0,0"0
115.23 0.01849 .018239 2.10 :L063 0.00
1338.21 180.49 1.075 181.565 17.1 9.94 1.533 183.098 0.00 1.4"91 2.00 0.00 0.00 o 0.00
42.39 0.01864 .017375 0.74 1. 0.60 0.00
1380.60 181. 2? 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 1.061 9·00
1397.35 181.59 1.113 182.704 17 .. 1 9.51 1.405 184.109 0.00 1.4n 2.00 0.00 0.00 o 0.00
23.49 0.01858 .015057 0.35 1.061 0.00
1420.84 182.0"3 1.158 183.186 17.1 9.07 1.277 184.463 0.00 1.491 2.00 0:00 0.00 o 9.00
13.30 0.01858 .013310 0.18 1.0.61 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 o 0.00
8.17 0.01858 .011(80 0.10 Lon 0.00
1442.31 182.43 1.254 183.680 17.1 8.24 1.056 184:736 0.00 1.491 2.00 0.00 0.00. 0 0.00
5.28 "0.01858 .010448 0.06 1.061 0.00
1447.59 182.52 1.307 183.831 17.1 7.86 0.959 i84.790 0.00 1.491 2.00 0.00 0.00 o
"3.36 0.01858 .009:281 0.03 1.0·n 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 cRITICAL
ELEV DEPTH
SO SF AVE HF l'lPRM DEPTH
HGT/
DIA
BA.SE/
ID NO.
PAGE 10
ZL NO AVBPR
PI~R
ZR
*****~************~********~*************************************~*****************************************************************
1450.95 182.59 1.363 183.950 17.1 7.49 0.872 184.822 0.00 1.491 2.00 0.00 0.00 0.00,
1.77 O. 01858' .008266 0.01 1.06i 0.00
1452.72 182.62 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,.720 184.84'1 0.00 1.491 2 .. 0p O. 00 0'.00 o 0.00
TRANS STR 0.08000 . 003631 0.00 0.00
1454.27 182.71 2.138 184.848 17 .1 2.00 0.062 184.910 0.00 p.828 10.00 4.00 0.00 o 0.00
1.10 O. 08500 .000313 0.00 0.310 0.00
1455,37 182.80 2.039 184.843 17.1 2.10 0.068 184.911 '0.00 0.828 10,. 00 4.00 '0.00 o 0.00
0.90 0.08500 .000352 O.op 0.310, 0.00
1456.27 182.88 1.957 184.837 17.1 2.18 184.911 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 ?OO, ,0.'00 0.00 o 0 .. 00
15.57 0.01156 .011456 0.18 1.234, O.OQ
1472.84 183.14 1.241 184.381 11'.1 8.35 1.083 185.464 0.00 1.491 2.00 0.00 0.·00 o 0.00
17.75 0.01136 . 011'437 0.20 1.241 0.00
1.490.59 183.34 1.241 184.583 17.1 8.35 1.083 185.666 O.op 1.491 2.00 0.00 0.00 o 0.00
127.70 0.01136 .011253 1.241 0.00
1618.29 184.7,9 1.254 186.047 17,.1 8.24 1.056 187.103 0.00 1.491 2.00 0.00 0.00 a 0.00
46.83 0.01136 .010448 0.49 1:24,1 0.00
1665.12 185.32 1.307 186.632 17.1 7.86 0.959 187.591 0.00 1.491 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 PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM.~RAIN 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
HGTI
DIA
BASEl
10' NO.
PAGE 11
ZL NO· AVBPR
PIER
ZR
** * '* * * * * ** ** * * * * ** * * *** * ** * ** ** ** * * * * * ** * ** * *.* * * *** * * ***~ * ** * * * * * * * ** * * * * ** * * * ** * ** ** * ** * *,** ** * * * * * ** * * * *** ** * * * * '* * * * ~ * * * * * * * *.* * * * *
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 0.00
1.55 0.0:p36 .007383 0.02 1.241 0.00
1687.56 185.58 1.491 187.071 17.1 6.81 0.720 187,.791 0.00 1.49:1 2 .. 00 0.00 0.'00 o 0.00
TRANS STR 0.08000 .,003631 0,00 0.00
H88.56 185.66 2.138 187.798 17 .1 2.00 0.062 187.860 0.00 0.828 10.00 4.00 0.00 o
JUNCT STR 0.08000 .000266 0.00 0.00
1689.56 185.74 2.085 187.825 14.9 1. 79 0.050 187.875 0.00 0.75fi 10.'00 4.00 o.ob O· 0.00
1. 00 0.08000 .000251 0.00 0.290 0.00
1690.56 :).85.82 2.001 187.821 14.9 1.86 0.054 187.875 0.00. 0.7.56. 10.00 4 .. 00 0.00 0, 0.00
TRANS STR 0.09000 0.00
1691.56 185.91 0.989 186.899 14.9 9.62 1.437 188.;136 0.00 1.391 2.00 0.00 0.00 O· 0.00
?6.77 0.01940 .017373 0 .• 47 0 •. 970 0.,00
1718.33 286.43 1.010 187.439 14.9 9.36 1.360 188.799 0.00 1.391 2.00 0.00 0 .. 00 o 0.00
23.27 0.01940 .015749 0.36 0.9,70 0.00
1741.50 286.88 1. 049' 187.928 14.9 8.93 1.238 189.166 0.00 1.391 2.00 0.00 .0.00 a ,0.00·
12 .. 95 0.01940 .013886 0.18 0.970 0.00
2754.45 187.13 1.090 188.220 14.9 8.51 1.124 189.344 0.00 1.391 2.00 0.00 0.00 o 0.00
8.28 0.01940 .012255 0.10 0.970 0.00
1762.73 187.29 1.133 188.424 14.9 8.12 1.023 189.447 0.00 1.391 2.00 0.00 0.00 .0 0.00
5.59 0.01940 .010823 0.06 0.979 0.00
(/;
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"
I LICENSEE: Project De?ign Consultants F0515P PAG!> 1.2
WATER SURFACE PROFILE LISTING
I SHE~LEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB3
1424.20
STATION INVERT DEPTH ,W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBP~
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID'NO. PIER I
'L/E,LEM SO SF AVE HF NORM DEPTH ZR
**************~******************************************w**********************************************.*.**********************~* I
I 1768.32 187.40 1.178 188.577 14.9 7.74 0.929 189.506 0.00 1.391 2.00 0.00 0.00 0 0.00
3.71 0.01940 .009572 0.04 0.970 0,.00
I 1772,03 187.47 1.226 188.697 14.9 7.38 0:845 189.542 0.00 1.391 2.00 0.0,0 '0.00 0 0.00
2.36 0.01940 .008480 0.02 0.970 0.00
I 1774.39 187.52 1.277 188.794 14.9 7.03 0.768 189.562 0.00 1.391 2.00 0.09 0.00 0 0.09
1.33 0.01940 .007~24 0.01 0.970 0.00
1775.72 187.54 1.331 188.874 14.9 6.71 0.698 189.5'72 0.00 1.391 2.00 0.0,0 0.00 0 0.00 I
I 0.36 0.01940 .006686 0.00 ,0.970 0.00
1776.08 187.55 1.391 188.94'1 14.9 6.39 0,.634 189.575 0.00 1.391 2.00 0.00 0.00 0 0.06
I 1777.08 187.63 1.391 189.02]. H.9 ,6.39 0.634 189.655 0.60 1.391 2.00 0'.00 0.00 0 0.90
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SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN L1NEB3
1424.20
I 1'00.00 .1 WX E R
106.63
:1 113.26 .1 WX E R
119.89
126.52 .1 XHE R
I 133.14 I WX E· TX
139.77 Iwe E H R
146.40 1we E H TX.
153.03 I WCHE R
I 159.,66
166 .. 29
172.92
'I' i79.55
186.17
192.80
I 199.43
206.06
212.69
219.32
I 225.95
232.58
239.20
I 245.83
252.46
259.09 I XHE R
I 265.72 I WCHE R
272.35 I WXE R
278.98 I WXE R
285.61 I WXE R
I 292.23 I WCH E R
298.86 IWCH E TX
305.49 I we E H R
I 312.12 I we E H R
318.75 1WC E H TX
325.38 I X E R
I 332.01 I X E TX
338.64 I C X H JX
345.26 I C X H R
351.89 I C X H TX
I 358.52 1WX E R
365.15 IWCH E R
371. 78 1W X E R
I 378.41
385.04
391.67
'I 398.29
~04.92
411.55
418.18
I-424.81
431.44
438.07
I 444.70 IWCH E TX
~1
I 451.33 X. C E H R
457.95 Iwe E H TX
I 464.58 IW X E R
471.21 IW X E R
477.84 I WX E R
I 484.47
491.10
497.73
504.36 I WX E R
I 510.98
517.61
'524.24
I 530.87 I WX E R
537.50
544.13
550.76 IWCH E R
I 557.39
564.01 IWCH E R
570.64
I 577 .27 IWX E R
583.90 I WXE R
590.53 I wx E R
I 597.l6 I XH E R
603.79 I WXE R
610.42 I WXl? R
617.04 I XHE R
I 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 R JX
656.82 I ex H R
I 663.45 I ex H TX
670.07 I WX E ·R
676.70
683.33
I 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
782.7f,
789.39
I 796.02
802.65 twx E TX
809.28 XC E H R
815.91 IWC E H TX
I 822.54 I -WX E R
829.17
835.79 IWX E R
I 842.42
V-<
I 849.05
855.68
I 862.32
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 E R
935.23 IwXE R
941. 85 1WX E R
I 948.48 I X E R
955.21 I XE R
961.74 I XHE R
968.37 I XHE TX
I '975.00 I CX H ,]X
981.63 Ie:: X H R
988.26 Ie X H TX
I 994.88 IWCH E R
1001.51 INCH E R'
]:008.14 XCH E R
i014.77 I :1'021.40 INCH E R
1028.03 INCH E R
1034.66 iwx E R
I 104-1.29
1047.91
1054.54
I 1061.17
+067.80
1074.43
1081:. 06
I 1087.69
1:094.32
1100.94
I 1107.57
1114.20
1120.83
I 1127.46
1"134.,09
1140.72 ;INCH E R
,1147.35
I 1153.98
1160.60
1167.23 1WX E R
I ,1173.86
1180.49 1WX E R
1181..12
I 1193.75 IWX E R
1200.38 I XH E R
1207.,01 IWX E R
1213.63 1WCHE R
I 1220.26 IXHE R
1226.89 ,1WXE R
1233.52 +NCX R
I 1240.15 IXX TX
(/1
I 1246,78 IX E H R
1253.41 XC E H TX
I 1260.04 IXHE R
1266.66
1273.29
1279.92
I 1286.55
1293.18
1299 .. 81
I 1306.44
1313.07
1319.69
I 1326.32
1332.95
1339.58 I XHE R
1346.21
I 1352.84
1:359.47
1366.10·
I 1372.72
1379.35
1385.98 IXX R
I 1392.61
139~.24 ,IWXE R
1405.87
1412.50
I 1419.13
1425.75 I XX R
1432.38
I 1439,01 IXX R
1445.64 IWXE R
1452.27 IWXE R
I 1458.90 IXE' R
1465.53 I XE R
1472 .. 16 I XE TX
1478,79 IC X H R
I 1485.41 IC X H R
1492,04 IC.X H TX
1498.67 I XX· R
I 1505.30 IxHE R
1511..93 IWXE R
1518.56
1525.19
I 1531.82
1538.44
1545.07
I 1551.70
1558.33
1564.96
I 1571.59
1578.22
1584.85 i "
1591.47
I 1598 .. 10
1604.73
1611.36
I 1617.99
1624,.62 Im;E R
1631.25
I 1637.88
10
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1644.50
165L13
1657.76
1664.39
1671.02
1677.65
1684.28
1690.91
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
NOT E S
1. GLOSSARY
H6.00
I = INVERr 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 EN~CE OR EXIT
131.96 139.,95 147.93
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
IXX R
IXX R
1WX R
I X TX
1CWE H ,JX
1CWE H R
1CWE , H. TX
IWCX R
1XHE R
I ~X R
IXX R
IWXE R
IWXE R
IXX R
155.91 163.,89 i 71. 87 179.-86 187.84 H5.82
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DATE: 5/ 4/200_0'
TIME: 14:25
CARD . SECT . C1lN
CODE NO TYPE
CD 1 4
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINlTION LISTING
NO OF AVE PIER HEIGHT 1 BASE ZL ZR
PIERS WIDTH DIAMETER WIDTH
],.50
INV
DROP
Y(l) Y(2) Y(3) Y(4)
PAGE 1
Y(5) Y(6) Y(7) Y(B) Y (9) Y nO)
I F 0 5 1 5 P PAGE; NO :3
I HEADING LINE NO 1 IS ~
WATER SURFACE PROFILE -TITLE CARD 'LISTING
I: SHELLEY PROPERTY -UNITS 2 ~ 3
HEADING ~INE NO 2 IS -
I STORM DRAIN LI·NEB4
I HEADING LINE NO 3 IS -
1424.20
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I ELEMENT NO
I
ELEMENT NO I'
I ELEMENT NO
I NO EDIT ERRORS
** WARNING NO.
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT C~p LISTING
1 IS ~ SYSTEM OUTLET *
2
3
uls DATA
IS A REACH
uls DATA
STATION
100.00
*
STATION'
131.25
IS A SYSTEM HEADWORKS
uls DATA STATION
132.25
ENCOUNTERED-COMPUTATION IS
INVERT SECT
121.72 1
* *
INVERT SECT
122.03 1
*
INVERT SECT
122.11 1
NOW BEGINNING
N
0.013
PAGE NO 2
W S ELEV
0.00
RADIU$ ANGr:;E ANG PT MAN H
,0,,00 0.00, 0.09 0
*
w' S ELEV
0.00
2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKD$, W.S.ELEV = INV + DC
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LICENSEE: Projec~ 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-
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.
PAG;E 1
ZL NO AVBPR
PIER
ZR
*tr *-* * * * * * * '* ** * * * * * * * * * * * * ** ** * * * * ** *** * * * * * *-* * * ** * * * * * * ** * ***-* * * * * * * *** * * * * * * *** * * ** ** ***** ** ** * ** ** * * ** ** *** ******'* * **** ** *** *** **
100.00 121.72 -1.180 122.900 10.1 6.77 0.713 123.613 0.00 1.224 1.50 0.00 0.00 0 0.00
16.16 0.00992 .0100:1.0 0.16 1.1-80 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 0 0.00
15.09 0.00992 .009665 0.15 1.180 0.00
131. 25 122.03 1.224 123.254 10.1 6.54 0.664 123.918 0.00 1.224 1.50 0.,00 0.'00 0 0.00
132.25 122.11 1.224 123.334 10.1 6.54 0.664 123.998 0.00 1.224 1.50 0.00 0.00 0 0.00
I
SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB4
1424.20
I 100.00 .;r W C H E R
100.66
I 101.32
.;1.01.97
102.63
I 103.29
i03.95
104.61
I 105.27
105.92
106.58
107.24
I 107.90
10~.56
109.21
I 109.87
110.53
111.1'9
I 111.85
112.51
113.16
li3.82
I 114.48
115.14
;n5.80
I 1;16.45 I we 11 E R
117.11
117.77
I 118.43
Il9.09
119.74
120.40
I 121.06
121.72
1,22.38
I 123.04
123.6,9
124.35
125.01
I 125.67
126.33
126.98
I 12,7.64
128.30
128.96
I 129.62
130.28
130.93
131.59 I X H E' 'R
I 132.25 I X H E. R
I 121.72 121.95 122.18 122.40 122.63 122.86 123.09 123.31 123.54 i23.?7 124,.00
/~
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I NOT E S
1-GLOSSARY
I INVERT ELEVATION
I C CRITICAL IlEPTH
W WATER SURFACE ELEVATION
H IIEIGHT 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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I DATE: 5/ 4/2000
TIME: 14:'33
I P0515P
WATER SURF.ACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1
I CARD SECT CHN NO OF 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)
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
CD 1 4 1.50
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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 1 AND 2
HEADING LINE NO 2 IS -I, STORM DRAIN LINEBS
I HEADING LINE NO 3 IS -
1424.20
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ELEMENT NO
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F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LIBTING
1 IS A SYSTEM OUTLET *
U/S DATA STATION
:t00.00
2 IS A REACH *
U/S DATA STATION
J:05.25
3 IS A SYSTEM HEADWORKS
U/S DATA STATION
106.25
INVERT SECT
121.72 1
*
INVERT SECT
122.04 1
INVERT SECT
122.12 1
*
*
N
0.013
*
W S ELEV
0.00
W S ELEV
0.00
P~GE NO 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 o
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING II' ** WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HPWKDS, W.S.ELEV'=
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I LICENSEE: Project Design Consultants F0515P PAGE 1
WATER SURFACE PROFILE LISTING
I SHELLEY PROPERTY -UNITS 1 AND 2
STORM DRAIN LINEB5
1424.20
I . STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR
ELEV QF FLOW ELEV HEAD GRD.EL. ELEV DEP::l'H DIA ID NO. PIER
I L/ELEM SO SF AVE HF NORM DEPTH ZR
*********************~*******************************************K****************************************************j************
I 106.00 121.72 1.029 122.749 12.1 9.37 1.362 124.111 0,06 1.318 1.50 0 .. 00 0 .. 00 0 0.0.0
0.12 0.06095 .019916 0.00 0.720 0.00
I 100.12 J.21. 73 1..03]: 122.7!;B 12.1 9.34 1.354 124.112 0.00 1.318 1;50 0.00 0.00 0 0.00
1. 83 0.06095 .018774 0.03 0.720 0 .. 00
I 10l.95 12J..84 1.077 122.916 12.1 8.90 1.23J. 124.14.7 0.00 1.31B 1.50 0 .. 00 0.00 0 0.00
I 1.40 0.06095 .016785 0.02 0.720 0.00
103·.35 1'21.92 1.127 123.051 12.1 B .. 49 1.120 124.171 0.00 1.318 1.50 0.00 0.00 0 0.00'
I 1. 02 0.06095 .015075· 0.02 0.720 0.00
104,37 J.21. 99 1.182 123'.169 12.1 B.09 1,017 J.24.186 0.00 1.318 1.50 0.00 0 .. 00 0 0.00
I 0.65 0.06095 .013633 0.01 0.720 . 0.00
I 105.02 122.03 1.244 123.270 12.1 7.72 0.925 124.195 0.00 1.3];8 1.50 0.00 0.00 0 0.00
0.23 0.06095 •. 012469 0.00 0.720 0.00
I 105.25 122.04 1.318 123.358 12.1 7.36 0.840 124.198 0.00 1.318 1.50 0.00 0.00 0 0.00
106.25 122.12 1.318 123.438 12.1 7.36 0·.840 124.278 0 .. 00 1.318· 1.50 0·.00 0.00 0 0.00
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SHELLEY PROPERTY -UNITS 1 AND 2
I STORM DRAIN LINEB5
1424.20
I 100,00 .1 W C H E R
1-00.13 .1 W C H E R
I 100.26
100.38
, 1,00.51
I 1-00.64
100-.77
100'.89 , 101. 02
101.15
101-.28
101.40
I 101.53
J:01.66
101.79
I 1.01.n
10:;!.04 I W C H E R
J,o:L 17
I 102.30
102.42
102.55
102.68 I, 102.81
102.93
103.06
I 103.19
103_.32
103.44 I W C H E R
103.57
I 103.70
103.83
103.95
I 104.08
104.21
104.34
I :1.04.46 I W C H r; R
104.59
104.72
104.85
I 104.97
105.10 I W C H E R
105.23
-I 105.36 I X H E R
105'.48
1'05.61
I 105.74
105.87
105.99
10_6.12
I 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 l24.28
'31
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NOT E S
I. 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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TIME: 14:42
CARD SECT CHN
CODE NO TYPE
CD 2 4
FOS1SP
WATER SuRFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AVE PIER HEIGHr 1
PIERS WIDTH DIAMETER
2.00
BASE
WIDTH
ZL ZR
"l4
INV
DROP
Y(l) Y(2) Y(3) Y(4)
PAGE, 1
Y(S) Y(6) Y(7) Y(8) Y'(9) Y(10)
I F 0 5 1 5 P
I WATER 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 LINEB6
I HEADING LINE NO 3 IS ~
1424.20
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Er,EMENT NO
ELEMENT NO
F 0 5 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTING
1 IS A SYSTEM OUTLET *
U/S DATA
2 IS A REACH
STATION
100.00
*
*
INVERT SECT
119.96 2
* *
W S ELEV
0.00
PAGE NO 2
U/S DATA STATION INVERT SECT N
0.013
RADIUS ANGLE ANG ~T MAN H
115.37 119.65 2 0.00
THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INvERT ELEV -WARNING
ELEMENT NO 3 IS A REACH * * *
U/S DATA STATION INvERT SECT
133.34 119.91 2
ELEMENT NO 4 IS A REACH * * *
U/S DATA STATION INVERT SEGT
226.80 121. 24 2
ELEMENT NO 5 IS A SYSTEM HEADWORKS *
U/S DATA STATION INVERT SECT
227.80 121. 32 2
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
N
0.013
N
0.013
*
W
RADIUEi
0.00
RADIUS
0.00
S ELEV
0.00
** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDwkDs, W.S.ELEV
0.00 o
ANG~E ANG PT MAN H
11.28 0.00 0
ANGLE ANG PT MAN H
0.00 0.0'0 0
INV + DC
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LICENSEE: project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PR0FILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LlNEB6
1424.20
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HF;AD
ENERGY SUPER ¢RUlCAL
GRD. EL. ELEV DEPTH
SO SF AVE HF NORM DEPTH·
HGTI
DIA
BASEl
ID NO.
PAGE 1
ZL NO AVBPR
PIER
ZR
* * * *' * * * * * * ** * * * * * *** * * * ** * * * * * ~ * ** * * * * * * * * * * * * ** ** *,* * * ** * *"* * ** * * *** * * * * ** **** * *** * * * * ** ** ** ** * * * *** * * * * *-** ** * * *-*"!c * *1r*** ** *** * *** * * *
100.00 119.96 1. 537 ,121.497 18.2 7.02 0.766 122.263 0.00 1.537 :Loo 0.00 0.00 o 0.00
0.28 -.02017 .007014 0.00 0.000 .0.00
100.28 119.95 1.614 121.568 18.2 6.70 0.697 122.265 0.00 1.537 2.00 0.00 0,00 a 0.00 .
0.83 -.02017 .006393 0 .• 01 0.000 0 . .00
101.1;1. 119.94 1.695 121.633 18.2 6.41 0.639 122.272 0.00 1.537 2.00 0.·00 0 . .00: 0 0.00
1.39 -.. 02017 .00594·2 0.01 0.000 .0.00
102.50 119.n 1.779 121. 689 18.2 6.i6 0.590 122.:179 0,.,00 1.E?37 2.00 0:0.0 .0.90 o 0 . .0.0
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 • .0.0 a 0 . .0.0
2.61 -.02017 .005701 ·0.01 0.000 0 . .00
107.07 119.82 1.962 121.779 18.2 5.82 .0.526 122.305 0.00 1.537 2.00 .0 • .00 0.00 a 0.00
1.28 ~.020~7 .006.078 0.01 0 • .000 0 • .00
10·8.35 119.79 2.000 121. 792 18.2 5.79 .0.521 122.313 0.00 1.537 2.00 0.00 0.00 o 0.0.0
7.02 -.02017 .006411 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 '0 0.00'
17.97 0.01447 .0.06472 0.12 1.194 0.00
133.34 119.n 2.080 121.990 18.2 5·.79 0.521 122.511 0.00 1.537 2.00 0.00 0 . .00 o .0.00
10.33 0.01423 .0.064,11 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 o 0.00
9.94 0.01423 .005982 0.06 1.201 0.00
153.61 120.20 1.907 122.105 1'8.2 5.89 0.539 122.644 0.00 1.537 2.00 0.00 0.00 o 0.00
HYDRAULIC JUMP 0.00
I LICENSEE: Project Design Consultants F0515P PAGE
WATER SURFACE PROFILE LISTING
I SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB6
1424.20
I STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR
EI.,EV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ~D NO. PIER
I L/ELEM SO SF AVE HF NORM DEPTH' ZR
**************************************************************************.****~*************************************~************
I 153.61 120.20 1.217 121.415 18.2 9.10 1.285 122.700 0.00 1.537 2.00 0.00 0,.0,0 0 0.06
14.60 0.01423 .013407 0.20 1.201 0-.00
I 168.21 120.41 1.236 121. 642 18.2 8.92 1.236 1';!2.878 0.00 1.537 2.00 0.,00 0.00 0 0.00
31.90 0.01423 .012339 0.39 1.201 0:.00
I 200.11 120.86 1.288 122.148 18.2 8.50 1.123 123.271 0.00 1.537 2,00 0.00 (J. DO 0' 0' __ 00
I 14.39 0.01423 .010955 0'.,16 1.201 0.00
214.50 121.06 1.343 122.408 18.2 8.11 1.021 123.429 0.00 1.537 2.00 0.00 0.00 0 0.00
I 7.55 0.0'1423 .009748 0.07 1.201 0'.09
222.0'5 121.17 1.402 122.574 1\3.2 7.73 0.928 123.502 0.0'0 1.537 2.0'0' 0.90 0'.0'0 0' 0'.00'
I 3.69 0.0'1423 .0'0'8699 0.'0'3 i.201 0.0'0'
I 225.74 121.22 1.466 122.691 18.2 7.37 0.844 123.535 0'.00 1.537 2:-0'0 0.0'0 0'.00' 0' 0.0'0'
1. 06 .007789 0.01 1-,20'1 0.0'0 0.0'1423
I 226.80 121.24 1.537 122.777 18.2 7.02 0'.766 123.543 0.00' 1.537 2.00 0'.0'0' Q,DD' 0 0.00
227.80' 121.32 1.537 122.857 18.2 7.02 0.766 123.623 0'.00 1.537 2.0'0' 0.00' 0'.,00 0' 0.,0'0'
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SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB6
1424,.20
I 100.00 I X H E 'R
102.6l I ew H E R
I 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 G X E R'
118.26 .1 G H W E R
I 120.87
123.4 7
126.08
128,.69
I 131.30
133.91 I C H W E R
i36.51
I 139.12
1:41. 73
144.34 I ,X E R
I 146.95
149.56
152.16
154.77 I C W H E R
I 157.38 I W C H E R
159.9'9
i62.60
I 165.20
167.81 .-,
170.42 I W C H E R
I 173.03
175.64
178.24
180.85
I 183.46
186.07
188.68
I 191.29
193.89
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,.R3 123.23 123.62
~
I
I N 6 T E S
1-GLOSSARY
I INVERT ELEVATION
I C CRITICAL DEPTH
W WATER SURFACE ELEVATION
H HEIGHT OF ~L
E ENERGY GRADE L!NE
I X cuRVES CROSSING OVER
B BRIDGE ENTRANCE ,OR EAIT
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: 14";'58
CARD SECT CHN
CODE NO TYPE
CD 1 4
Fosisp
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AVE PIER HEIGHT 1
PIERS WIDTH DIAMETER
1.50
BASE
WIDTH
ZL ZR
~t
INV
DROP
Y(l) Y(2) Y(3J Y(4)
PAGE 1
Y(,S)" Y(6.) Y"(7) y(8) Y"(9J. Y(10)
I F 0 5 1 5 P PAC;E NO 3
I WATER 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 LlNEB7
I HEADING 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
uls DATA STATION INVERT SECT
100.00 139.57 1
ELEMENT NO 2 IS A REACH
uls DATA STATION INVERT SECT N
169.70 143.39 1-0.013
ELEMENT NO 3 IS A SYSTEM HEADWORKS *
uls DATA STATION INVERT SEC.T
170.70 143.47 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
** WARN~NG NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HPWKDS, W.S.ELEV INV + DC
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LICENSEE: Project Design Consultants F0515P
STATIm.'!
L/ELEM
WATER SURFACE-PROFILE LISTING
SHELLEY PROPERTY -~ITS 2 AND 3
STORM DRAIN LINEB7
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 NqRM DEPTH
HGTJ
DIA
BASE;!
ID NO.
PAGE 1
ZL r'l0 AVBPR
PIER
ZR
**********************************************************************************************~************************************
100.00 139.57 0.;n4 139.844 ~.8 8-.1:4 1. 030 140.874 0.00 0.505 1.50 0.00 0.00 o 0.00
17.30 0.05481 .055251 0.96 0 .. 270 0.00
11T.30 i40.52 0.274 140.792 1.8 8.14 1. 030 141.822 0·90 0.505 1.50 0.00 0.00 o 0.00
77.48 0.05481 .051728 1.42 0.270 0.00
144.78 142.02 0.283 142'.307 7.76 0.935 143.242 0.00 0.505 _ i.50 0.00' 0.00 -0 0.00
7.88 0.05481 .045147 0.270 0.00
152.,66 142.46 0.292 142.748 7.41 0.852 143.600 0.00 0.505 1.50 0: 00 0.00·0 -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_ 0.774 143_.772 0.00 0.505 1_.50 0.00-0.00 o 0.00
-2.92 0.05481 .034480 0.10 0.270 0 .. 00
~59._95 142.86 0.313 143.169 1.8 6.72 0.700 143.869 0.00 0.505 1-.50 0.00 0.00 o 0.00
2.19 0.05481 .03014i 0.07 0.270 0.00
162.14 142.98 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 LSD Q.OO 0.00 o 0.00
1.29 0.05481 .023024 0.03 0.270 0.00
165.08 143 .. 14 0.346 143.483 1.8 5.8_3 0.527 144.010 0.00 0.505 1.50 0.00 0.00 _ (j 0.00
1. 04 O. 0548~ . 020146 0.02 0.270 0.00
166.12 143.19 0.358 143.552 1.8 5.56 0.47? 144.031 0.00 0.505 1.50 0.00 0.00 o 0.00
0.85 0.05481 .017614 0.01 0.270 0.00
166.97 14-3.24 0.370 143.610 1..8 5.31 0.438 144.048-0.00 0.505 1.50 0,00 0.00 o 0.00
0.67 0.05481 .015403 0.01 0.270 0.00
,II· LICENSEE: Project Design Copsultants FOS'15P
I
I' STATION
L/ELEM
WATER SURFACE PROFILE LISTIN~
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LINEB7
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
f3ASE/
ID NO.
PAGE 2
ZL NO AVBPR
PIER
ZR
*** * * * * * * *** * * * ** * * * ** * * *' * * * * * * * *'* * * * *** * * * ** * * * * * ** *** ** ** * * * * * ~* *.*** * * * * ** * * * * * * * * * * * * * * * * ** * * * * * * ** * * * * * * * * * *,* * * * * * * * * * ** * ** * * * *
0.60 I 167.64 143.28
0.56 0.05481
0.383 143.660 1.8 5.06 0.397 144.057
0.01 .013474
0.00 0.505
·0.270
1.50 ·0.00 0 .. 0,0 o
0'. 00
I 168.20 143.31 143.704 1.8 3.44.066 4.83 0.362 0.06 '0.505 1.50 O. 00 0 .. 00 a 0 •. 00
0.44 0.05481 .011788 0.01 0.270 0 •. 00
I 168.64 143.33 0.410 143.742 1.8 144.069 0.00 0.505 1.50 o.QO 0'.00 4.59 0.327 o 0.09
I 0.35 0.05481
168.99 143.35 0.424 143.775 1.8
0.00
144.073 0.0.0 0.505
0.270
1..50 0.00' 0'.00
• 010315
4.38 0.298
0.00
a 0.00
I 0.27 0.05481 .009028 0.00 0.270 0.00
169.26 1.43.37 0.439 143 .. 805 1.8 4 .. i8 0.271' 144.076 0.00 0.505 1.50 0.00 0.00 a 0 .. 00
I 0.20 0.05481 .007902 0.00 0.270 0.00
I 169.46 143.38
0,1:4 O. 05481
0.454 143.831 1.8 144.077
0.00
0.00 0.505
0.270
1.50 0.00 0.00
(Lao
3.98 0.246
. 006916
a 0.00
I 169.60 1'13.38 0.470 143.854 1.8 3.80 0.224 144.078 0.00 0.505 1.50 0.00 0.00 o 0.00
0.09 0.95481 .006055 0.00 0.270 0.00
I 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 0.00
I 0.01 0.05481
169.70 1:43.39 0.505 143.895.
.005286 0.00
0.00 0.505
0.270
1:. 50' 0.00 0,.00 1.8 3.44 0.184 '144.079
0.00
o 0.00
I 170.70 143.47 0.505 143.975 3A4 0.184 0.00 0.505 1.50 0.00 0.00 1.8 144.159 o 0.00
I
I
I
SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB7
1424.20
I 100.00 .1 W C E H R
101.44
I 1'02.89
104.33
105.77
I 107.21
108.66
110.10
I 111.54
112.99
11:4 .43
I' 11$.87
117.31 I W C ~ H R
1'18.76
120.20
I 1:21. 64
123.09
124 .53
I 125.97
127.41
128.86
130.30
I 131. 74
133.19
134.63
I ;1.36.07
137.51
138.96
I· 140.40
141;84
143.29
144.73 'I 146.17 I W C E H Ii
147.61
149.06
I: 150.50
1!:!1.94
153.39 I W C E H R
154.83 I 156.27
157.71. I W' C E H R
159.16
I 160.60 I W C E H R
162.04
163.49 I W C E H R
I W C E H R
I 164.93
166.37 I W C E H R
167.81 I W C E H R
169.26 I W C E H R
I 170.70 I W C E H R
I 139.57 140.11 140.65 141.19 141. 73 142,.27 142.81 143.35 143.89 144.43 144.9"
~r,
I
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I
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I
I
I
I
,I I.
I
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I
I
I
,I
NOT E S
i. 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
I
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DATE: 5/ 4/2000
TIME: 15: 7
CARD
CODE
CD
SECT
NO
1
CHij NO OF AVE PIER
TYPE PIERS WIDTH
4
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
HEIGHT 1
DIAMETER
1.50
BASE
WIDTH
ZL ZR
~~
Il\!V Y(l)
DROP
Y(2) Y(3) Y(4)
PAGE
Y(5) 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 LINEB8
I HEADING 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 *
ELEMENT NO
ELEMENT NO
U/S DATA
2 IS A REACH
u/s DATA
STATION
1.00.00
*
STATION
1.31..25
3 IS A SYSTEM HEADWORKS
U/S DATA STATION
1.32.25
*
INVERT SECT
1.41.40 1.
* *
INVERT SECT
1.42.02 1.
*
INVERT SECT
142.1.0 1.
NO EDIT ERRORS ENCOUNTERED-COMPUTATION' IS, NOW BEGINNING
N
0.01.3
*
W S ELEV
0.00
W S ELEV
0.00
PAGE NO 2-
RADIUS ANGLE ANG PT MAN R
0.00 n.oo 0.00 o
** WARNING NQ. 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 PAGE 1
WATER SURFACE PROFILE LISTING
I 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 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
*****************~*************************************************************~*********~*****************************************
I 100.00 141.40 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 .0·15525 0.19 0.760 0 .. 00
I l12.52 141.65 0.829 142·.477 7.5 7.48 0.868 143.345 0.00 1. 061 1.50 0.00 0.00 ·0 0.00
I 7.51 0.01984 .013726 0.10 0.760 0 .. 00
,120.03 141. 80 0.862 142.659 '7.5 7.13 0.789 143.448 0.90 1. 061 1 .. 50 0.00 0.00 0 0.00
I 4.77 0.,01984 .012133 0.06 0.760 0 .. 00
124.80 141. 89 0.897 142.789 7.5 6.80 0.718 143.507 0.00 '1.061 1.50 0.00 0 .. 00 0 0,00
I 3.10 0.01984 .010740 0.03 0.760 0.00
127.90 141..95 0.934 142.888 7.5 6.48 0.652 143.540' 0.'00 1.061 1.50 0.00 0.00 0 0.00
I l.97 0.01984 .009520 0.02 0.760 0.00
I 129.87 141.99 0.973 l42.966 7.5 6.l8 0.593 14~.559 . 0.00 1. 061 1.50 0.00 0.00 0 0.00
1. 05 0.01984 .008455 O.Ol 0.760 0.60
I 130.92 142.01 1.015 143.028 7.5 5.89 0.539 3.43 .• 567 0.00 1.061 1.50 0.00 0.00 Q O. ~O'
0.33 0.01984 .0075l9 0.00 0.760 0'.00
I 131.25 142.02 1.061 143.01,l1 1.5 5.61 0'.489 143.!?70 0.00 1..061 1.50 0.00 0.'00 0 0.00
I 132.25 142.10 1.061 l43.161 7.5 5.6,1 0.489' 143.,650 0.00 1. 061 1.50 0.00 0.00 0 0.00
'I
I
I
I
I 101
I
SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB8
1424.20
I
100.00 .r W C H E R
I 100.66
101.32
101.97
102.63
I 103.29
103.95
104.61
I 105.27
105.9'2
106.58
I 107.24
107.90
108.56
'109.21
I 109.87
110.53
111.19
I 111.85
112.S1
113.16 r W C H E R
I 113.82
ll4.48
l1S.14
llS.80
I 116.4S
ll7.ll
117.77
I llB .43
119.09
ll9.74
120.40 I W C H E R
I 121.06
121.72
122.3B
I 123.04
123.69
124.35
I 125.01:. I W C H E R
125.6,7
126.33
126.98
I 127.64
12B.30 r W c H E R
12B.96
I 129.62
130.2B r W C H E R
130.93 r we H E R
I 131.59 I X HE R
132.25 I X H E. R
I 141.40 141.62 141.85 14'2.0B 142.30 142.53 142.75 142.98 143.,20 143'.43 143.65
\ I;'!-
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I,
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1
I
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I
NOT E S
L GLOSSARY
I INVERT ELEVATION
C CRITICAL -DEPTH
'W WATER SURFACE ELEVATION
H HEIGHT OF CHANNEL
E ENERGY GRADE LINE
X CURVES CROS,SING 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: 1!;>:13
CARD SECT CHN
CODE NO TYPE
CD 1 4
FOS1SP
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AVE PIER HEIGHT 1 BAsE ZL
PIERS WIDTH DIAMETER WIDTH
LSO
ZR INV Y{l)
DROP
1°&;
Y(2) Y{3')' Y(4)
PAGE 1
Y(6) Y(7) Y{B) 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 LINEB9
I HEADING LINE NO 3 IS -
1424.20
I
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II
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·1
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F 0 5 1 5
WATER SURFACE PROFILE -ELEMENT CARD
ELEMENT NO 1. IS A SYSTEM OU1+>ET * *
u/s DATA STATION . INVERT SECT
100.00 141.40 1
ELEMENT NO 2 IS A REACH *
u/s DATA STATION INVERT SECT
105.25 142.59 1
ELEMENT NO 3 IS A SYSTEM HEADWORKS *
u/S DATA STATION INVERT SECT
106;25 142.67 1
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
P
i.ISTING
N
0.013
*
W S ELEV
0.00
W S ELEV
0.00
PAGE NO 2
RAIlIUS ANGLE ANG PT MAN H
0.00 O.OQ o
** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUjlLS ;I:NVERT ELEVATION IN HDWKDS i W.S .• E:LEV IN'! + DC
to(,
II LICENSEE: Project Design Consultants F0515P
I
I STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LlNEB9
142.4.20
INVERT DEPTH
ELEV OF FLOW
SO
W,.S.
ELEV
Q VEL VEL·
'HJ;!AD
SF AVE
ENERGY
GRD.EL.
HF
SUPER CRITJCAL
ELEV DEPTH
NORM DErTH
HGTI
DI}\.
BASEl
.ID NO.
PAGE 1
ZL NO AVBPR
PIER
ZR I * * ** * * * * * ** * * ** * * * * * * ** * * * * * *-** * * ** * * * * * * ** * * * * * * * * * * * * ** ** *** * * * ** * * ** * * * ** * * * * * ** ** * * * * * ** ** * * * ~* * * **-* ** * * *** *** * ** ** * ** * * *******
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I ,I
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I
100.00 141.40
0.75 0.22667
100.75 141.57
0.72 0.22'667
101.4,7 141. 73
0.61 0.22667
102.08 141.87
0.54 0.22667
102.62 142.00
0.47 0.22667
103.09 142.10
0.40 0.22667
103.49 142.19
0.36 0.22667
103.85 142.27
0.29 0.22667
104.14 142.34
0.26 0.22667
104.40 142.40
0.21 0.22667
104.61 142.45
0.18 0.22667
0.465 1'41. 865 5.0
0 .. 480 142.051 5.0
'0.497 ,142.230 5.0
0.515 142.388 5.0
0.533 142.528 5.0
0,552 142.653 5.0
0.572 142.764 5.0
0.592 1:42.864 5.0
0'.614 142.953 5.0
0.637 14~.033 5.0
0.660 143.106 5.0
10.71 1. 780 143.645 0.00 0.860 1.50 0.00 0.00 o 0.00
.048912 0.04 0.320 0.00
10.25 1. 630 143.681 0.00 0,.860 1.50 0.00 o.ob o 0.00
.04:?021 0.03 0.320 0.00
9.77 1.481 143.711 0.00 0.860 1.50 0.00 0.00 o 0.00
.037702 0.02 0.320 0.00
9.31 1.346 143.734 0.00 0.860 0.00 0.00 o 0.00
.033043 0.02 0.320 0.00
8.88 1.225 143.753 0.00 0·.860 1.50 0.00 0.00 o 0.00
.028957 0.01 0.320 0.00
8.46 1.111 143.764 0.00 0.860 1.50 0.00'0.00 o 0 .. 00
.025394 0.01 0.320 0.00·
8.06 1. DiD 143.774 0.00 0.860 1.50 0.00 0.00 o 0.00
.022269 0.01 0.320 0.00
7.69 0.9151 143.783 0.00 0.860 0.00 0.00 o 0.00
.0.1.9538 0.01 0.320 0.00
7.33 0.835 143.788 0.00 0.860 1 .. 50 '0,00 O.pO o 0.;00
.oin63 0.00 0,320 0.00
,6.99 0,759' 143.792 0.00 0.860 1.50 0.00 0.00 o 0.00
.015076 0.00 0.320 0.00
6.67 0.690 143.796 0.00 0.860 1.50 0.00 0.00 o 0.00
.013247 0.00 0.320 0.00
to'/
I LICENSEE:
I STATION
L/ELEM
Project Design Consultants F0515P
WATER SURFACE PROfILE LISTING
SHELLEY PROPERTY -UNITS 2 AND 3
STORM DRAIN LI'N:EB9
1424.20
INVERT
ELEV
DEPTH
OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITI.CAL
ELEV DEPTH
SO SF AVE NORM DEPTH
HGTI
I;>IA
BASEl
ID NO.
PAGE 2
ZL NO AVBPR
PIER
ZR. I ** * * * * ***_** *** * * ** * ** **** * * * * * * * ** * * ** *** ** * ** **** * * * * * **** * * * * * * *** * * * ** ~ * * *** * * * * * * * * * * * * * ** * * * * * * * * * *** *-** it * ** * *_* ** *** *_* * * * * * * **
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 o 0.00
0.1·5 0.22667' .011647 0 .. 00 0 .. 320 0.00
I 104.94 142.52 0.710 143.230 5.0 6.06 0.570 143.800 0.00 0.860 1.50 0.00 0.00. ·0 0.00
0.12 0.22667
105.06 142.55 ,0.737 143.283 I .010243 0·.00
5.0 5.78 0.519 0.86'0 143.802 0.00
0.320 0.0.0
1.50 0.00 0.00 o 0.,00
I 0.08 0.22667 .009018 0.00 0.320 0.00
105.14 142.57 0.765 143.331 5.0 5.51 0.472 143.80.3 0.00 0.860 1,50 0.00 0.00 o 0 .. 00
I 0.06 0.22667 .007946 0.00 0.320 o.QO'
105.20 142.58 0.795 143.374
.0.04 0.22667 I 5.0 5.26 0.429 143.,803 0.00 0.860
.'007009 Q.OO
LSD 0.00 0.00 o 0.00
0.320 0.00
I 105 . .24 142.59 9.826 143.413 5.0 5.,01 0.390 1.43.863 0.00 0.8'60 L50 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 0.353 143.863 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 0.353 143.883 0.00 0· . .869, 1.50 0 .. 00 0.60 a 0.00
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SHELLEY PROPERTY -UNITS 2 AND 3
I STORM DRAIN LINEB9
1424.20
1 100.00 .1 W e H E R
I 100.13
100.26
100.38
100.51
I 100.64
1(10.77 I W C H E R'
100.89
I 101. 02
lOLlS,
101.28
,I, 101. 40
101.53 I W e H E R
101.66
101. 79
1 101. 91
102.04
102.17 I W e H E R
1 102.30
102.42
102.55
102.68 I W e H E R
I 102.81
102.93
103.06
I 103.19 I W e H E R
103.32
i03.44
I 103.57 I W C H E 'R
103 .. 70
103.83
103.95 I W e HE R
I 104.08
104.21 I W e E H R
104.34
I 104.46 I W C E H R
104.59
104.72 I W e E H R
I 104.85 I W C E H R
1:04.97 I W e E H R
105.10 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 we E H R
105.61 I X E 11 R
1 105.74
105.87
105.99
I 106.12
106.25 I X E H R
I' 141.40 141. 68 141.95 142.23 1:42.51 142.78 143.06 14'3.34 143.62 143.89 144.17
16 ct
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,I
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NOT E S
1. GLOSSARY
I = INVE~T 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
II\)
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DATE: 5/ 4/2000
TIME: 15:20
CARD
CODE
CD
SECT CHN
NO TYPE
1. 4
F05;I.5P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AvE PIER HEIGHT 1 -BAsE ZR
PIERS WIDTH DIAMETER WIDTH
1.50
\11
INV
DROP
Y(l) Y(2) Y(3:) Y(4')
PAGE 1
Y(5:) Y(7) y(S') Y(9) '! (10) -
I FosisP PAGE ~O ;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 LINEB+O
I HEADING LINE NO 3 IS -
1424.20
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ELEMENT NO
ELEMENT NO
ELEMENT NO
F '05 1 5 P
WATER SURFACE PROFILE -ELEMENT CARD LISTIN~
1 IS A SYSTEM OUTLET
U/S DATA
2 IS A REACH
U/S DATA
STATION
100.00
STATION
175.18
3 IS A SYSTEM HEADWORKS
U/s DATA STATION
176.18
INVERT SECT
139.57 1
INVERT SECT N
141.07 1 0.01'3
*
INVERT SECT
141.15 :I:
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
*
W S ELEV
0.00
W S ELEV
0.00
PAGE NO 2
RADIUS ANGLE ,A,NG 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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LICEN~EE: Pf9ject Design Consultants F0515P
WATER SURFACE PROFILE LISTING.
SHELLEY PROPERTY -UNITS 2 AND 3
STATION
L/ELEM
STORM DRAIN LINE~10
1424.20
INVERT DEPTH W.S.
ELEV
Q
ELEV OF FLOW
SO
VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
HF
SUPER CRITICAL
"ELEV DEPTH
NORM' DEPTH
ijGT/ BASEl
DIA iD NO ..
PAGE 1
ZL NO AVBPR
PIER
ZR
***********************************************************************************************************************~***********
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 0.01995 .019125 0.21 1. 000 0.00
11:0.96 139.79 1.022 140.811 11.7 9.12 1.291 142 .. 102 '0.00 1.302 1.50 0.00 0.00 0 0 .. 00
36.49 0.01995 . (h 7.968 0.66 1. 000 0.00
147.45 140.52 1.067 141.584 11.7 8.69 1.P3 142.757 0.00 1.302 1.50 0.00 0.00· 0 0.00
H.79 0.01995 .016049 0.24 1. 900 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
7.75 0.01995 .. 014399 0.11 1. 000 0.0.0
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 . O' 0.00
3.92 0.01995 .013004 0.05 1. 000 0.00
173 .. 91 H1.04 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.Oi995 .011860-0 .. 02 1. 000 0.00
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
176.18 141.15 1.302 142.452 11. 7 7 .. 18 0.801 143 . .253 0.00 1.302 1.50 0.06 0.00 0 ,0.00
\\ 4:
'I'
SHELLEY PROPERTY -UNITS 2 .AND 3
I STORM DRAIN LINEB10
1424.20
I
100.00 .1 W C H E R
I 101.55
103.ll
104.66
106.22
'1 107.77
109.33
llO.88
I ll2.44 I W 'C ,H J;: R
113.9.9
ll5.55.
I ll7.10
ll8.66
1'20.21
121.77
.1 123.32
124.88
'126·.43
I 127.98
129.54
131. 09
132.65 I 134.20
135.76
137.31
I 138.87
140.42
141.98
I 143.53
145.09
146.64
148.20 I W 'C H E R
I 149.75
151.30
152.86
1 154.41
155.97
157 •. 52
I 159.08
16'0.63
162.19
163.74 I W C H E R
I 165.30
166.85
168.41
I 169.96
171.52 I w' C H; E R
I
173.07
174.63 I we H E R !I 176.18 I X H E R
I 139.57 139.94 140.31 140.67 141. 04 141.41 141. 78 142.15 142.52 142.'88 143.25
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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 BRIDGJ:: ENTRANCE OR EXIT
Y WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
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DArE: 5/ 4/2000
TIME: 15:28
FOS1"SP
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
CD 1 4 1.50
ZR INV Y(ll Y(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(8) Y(9) Y'('10)
DROP
II'
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 LINE NO 3 IS -
1602
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F a 5 1 5 P
WATER SuRFACE PROFILE -ELEMENT CARD LISTING
E;LEMENT NO 1 IS A SYSTEM OUTLET ., * *
U/S DATA STATION INVER-T SECT
1,00.00 188.05 1
ELEMENT NO 2 IS A REACH * * *
U/S DATA STATION INVERT S.ECT N
105.25 189.10 1 0.013
ELEMENT NO 3 IS· A SYSTEM HEADWORKS *
U/S DATA STATION INVERT SECT
106.25 189.18 1
N0 EDIT ERRORS ENCOUNTERED-COMPUTATION ~S 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 a
** WARNING NO.2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUAj.,S INVERT ELEVATION IN HDWKDS., W.S.ELEV INV +-DC
\ 1'1
I LICENSEE.: Project Design Consultants F0515P
I STATION
L/ELEM
WATER SURFACE· PROFILE ~ISTING
SHELLEY PROPERTY uNITS 2 AND' 3
STORM DRAIN LINEBll
1602
INVERT D?PTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
RGT/
DIA
BASE!
ID NO.
PAGE 1
ZL NO AvBPR
PIER
ZR I ****************************************************************************************~*************~****************************
I 100.00 188.05 0.598 188.648 7.1 10.81 1.813 190.461 0.00 1..032 1.'50, 0.000.00 o 0.00'
0.24 0.20000 .040135 0.01 0.400 0.00
100.24 188.10 0.603 188.701 7.1 10.68 1. 770 190.471 0.00 1.032 1.50 0.00 0.00 o 0.00
I 0.85 0.20000
101.09 188.27 0.625 188.894
.037089
7.1 10.19 1. 611
0.03
190.505 0.00 1. 032
0.'400 0.,00
1.50 0.00 0.00 o 0.00
I 0.75 0.20000 .032550 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 0' 0.00
I 0.63 0.20000 .'02,8577 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
I 0.55 '0,.20000 .025120 ,0.,01 0.400' Q .'0,0
I 103,02 188.65 0.696 189.350 7.1 8.83 1.211 190.561 0.00 1.032 1..50 0.00 0.00 o 0,.,00
0.47 0.20000 .022102 0.01 0.4'00 0'.00
I 103.49 188.75 0.723 189.471 7.1 8.42 1.101 190.572 0.00 1.032 1.50 o 0.00 '
0.40 0.20000 .019456 0.01 0.400 0.00
I 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 o 0.00
I 0.34 0.20600 .017132 0.01 0.400 0·90
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
I 0.29' 0.20000 .015099 0.4'00
104.52 i88.95 0.80!) 189.763 7.1 7.30 0.827 :1,90.590 0.00 1.032 1.50 0.,00 0.00 o 0,. DO'
I 0.23 0.20000 .013320 0.00 0.400 0,.00
I 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
0.18 0.20000 .011767 0.00 0.400 ,0.00
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LICENSEE: Project Design Consultants F051.5P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEEUl
1602
INVERT DEPTH W.S.
ELEV
Q VEL VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV OF FLOW ELEV DEPTH
SO SF AVE HF
HGT/ BASE/
DIA ID NO.
PAGE
ZL NO AVBPR
PIER
ZR
***************************~**********************************************************************************************~********
;1.04.93 189.04 0.875 189.911 7.1 6.64 0.684 190.595 0.00 1-.-032 1.50 0.00 0.00 a 0.00
0.14 0.20000 . 01.0405 0.00 0.400 0._00
105_. 07 189.06 0.910 189.975 7.1. 6.33 0.622 190 .597 0.00 1,032 1.50 O. 0-0 0.00 a 0.00
0.10 0.20000 .009212 0.00 0.400 0.00-
105.17 189.08 0.948 190.032 7.1 6.03 0.565 190.597 0.00 1.032 1.50 ,0. 00 0.00 a 0.00
0.06 0.20000 .0081-72 0.00 0.400 0.00
105.23 189.10 0.988 190.084 7.1. 5.75 0.51.3 190.597 0.00 1.032 1.50 0.00 0.00 a 0.00
0.02 0.2_0000 . 007255 0.00 0.400 0.00
105.25 189.10-1..032 190 .1.32 7.1 5-.48 0.466 190.598 0.00 1..032 1.50 0.00 0.00 a 0.00
106.25 189.1..8 1.032 1.90.21.2 7.1. 5A8 0.466 3:90.678 0.00 1.032 1.50 0.00 .0. 0_0 a 0.00
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SHELLEY PROPERTY UNITS 2 AND 3
I STORM DRAIN LINEBll
16P2
I lOO.OO . I W C H E R
100.13
I 100.26 I W C H E R
100.38
100.51
I 100.64
100.77
100.89
I 101.02
101.15 I W C H E R
101.28
101.40
I 101.53
:t01.6'6
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 1:03.19
103.32
::1.03.44
I 103.57 I W C H E R
103.70
103.83
i03.95 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
1'04.85 I W C H E R:
I 104.97 I W C HE R
105.10, I W C HE R
105.23 T W C X ·R
I 105.36 I we X R
105.48 I X ~ R
105.61
I 105.74
105,.87,
105.99
106.12
I 106.25 I X X R
I 188.05 188.31 188.58 1!l8.84 i89.10 189.37 1:89.63 189.89 190.15 190.42 190.68
\ :to1.-
I
I NOT E S
1. GL.oSSARY
I INVERT ELEVATION
I C CRITI·CAL DEPTH
W WATER SURFACE ELEVATION
H HEIGHT .oF 'CHANNEL
I E ENERGY GRADE LINE
'X CURVES CR.oSSING .oVER
B BRIDGE ENTRANCE OR EXIT
Y ~ WALL E~CE .oR EXIT
I 2,. STATI.oNS F.oR P.oINTS AT A JUMP MAY N.oT BE PL.oTTED EXACTLY
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I DATE: 5/ 4/2000
TIME: 15:43
I F0515P"
WATER 'SURFACE PROFILE -CHANNEL DEFINITI"ON LISTING pAGE
I CARD SECT CHN
CODE NO TYPE
NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l)
DROP
Y(2)
PIERS WIDTH DIAMETER WIDTH
Y(4) Y(5) 'f(G) . Y(7) Y(8) YH) ),(10)
I CD" 1 4 1.50
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I t 1;1\
I F0515P PAGE NO 3
I WATER SURFACE PROFILE -TITLE CARD LISTING
HEADING LINE NO 1 IS -
I S~LLEY PROPERTY UNITS 2 AND 3
I HEADING LINE NO 2 IS -
STORM DRAIN LINEB12
I HEADING LINE NO 3 IS -
1602
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I F 0 515 P PAGE NO 2
I WATER SURFACE PROFILE -ELEMENT CARD LISTiNG
EI;EMENT NO 1 IS A SYSTEM OUTLET
I U!S DATA STATION INVERT SECT
100.00 188.05 1
W· S ELEV
0.'00
I
ELEMENT NO 2 IS A REACH * * I u/S DATA STATION INVERT SECT
132.31 188.37 1
N RADIUS ANGLE lING PT MAN H
0.013 0.00 0'.00 0.00 0
I ELEMENT NO 3 IS A SYSTEM HEADWORKS *
ulS DATA STATION INVERT SECT W.s ELEV
133.:31 188.45 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 HDW;KDS, W.S.ELEV = INV + DC
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II LICENSEE; Project Design Consultant~ F0515P
I
I STATION
L/ELEM
WAT~R 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
DIA
BASEl
ID NO.
PAGE 1
ZL NO AVBPR
PIER
ZR I * * *** * * * * * * * ** * * * *** * ** ** ** * * * *** * *** * * * * * * * ** *** * ** *.*****-** ** ** ** * ** * ~ * * * * * * * ** ** * * * **** * ***** ** * ** *** * * ~ ** * **** * * *** ******* ** * * * *
100.00 188.05 0.972 1'89·.022 7 .. 8 6.44 0.643 189.665 0.00 1.082 1.50 0,,00 0.06 0 0.00.
19.96 0.00990 .009452 0 .. 19 0.970 0.60 I
I 119.96 188.25 0.991 189.239 7.8 6.30 0.615 189 .. 854 0.00 1. 082 1.50 0.00 0.00 0 0.00
10.54 0.00990 .008680 ·6.09 0.970 0.00
I 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 0 0.00
1.81 0.00990 .007730 0 .. 01 0.970 0.00
132.31 188.37 1.082 189.452 7.8 5.71 0.507 189.959 0.00 1.082 1.50' 0.00 0.00 0 0.00 I
I 133.31 188.45 1. 082 189.532 7.8 5.71 0.507 190.039 0.00 1. 082 1.50 0.00 b.o.o 0 0.00,
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SHELLEY PROPERTY VN1TS 2 AND 3
I STORM DRAIN LI'NEB12
1602
I 100.00 .1 W C H E R
100.68
I 1:01.36
102.04
102.72
I 103.40
104.08
104.76
I 105.44
106.12
106.80
107.48
I 108.16
108.84
109.52
I-110.20
110.88
111.56
I 112.24
112.92
113.60
114.28
I 114.96
1l5.64
116.32
I 116.99
117.67
118.35
119.03
I 119.71
120.39 I W C H E R
121.07
I 121. 75
122.43
'123.11
I 123.79
124.47
125.15
125.83
I 126.51
127.19
127.87
I 128.55
129.23
129 .91
I 130.59 I we H E R
131.27
.131.95
132.63 I X H E R
I 133 .31 :i: X H E. R
I 188.05 188.25 188.45 188.65 188.85 189.04 189.24 189.44 189.64 189.84 190.0'4
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NOr 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 E~CE OR EXIT
Y ~ WALL ENTRANCE OR EXIT
2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
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I WSPG!l203dwg 6/8/()()· R:34;17 '7rn p,;r
1+00.00
1, IE 186.67 SO
2+97.20
2 'IE 792.33 R
2+98.20'
3, IE 192.41 TS
3+00.20
4 , IE 192.58 R
) 3+01.20
5 IE· 192.66 TS
I
. \)\)
«i<
LINE 8-13
·r . J. .. r I,
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.. ~ .,,11 ,.,1,
.1 \
'~!
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0=4.4 cfs
3+45.96
IE 198.64 SH ~ 7
I
3+44.96 1(.
IE 198.56 R 6
SHELLEY PROPERTY -UNITS 2 AND 3
LINE B
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DATE: 5/ 8/2000
TIME: 14:J.4
CARD SECT CHN
CODE NO TYPE
CD 1 4
CD 3 3·
F0515P
WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING
NO OF AVE PIER ~EIGHT 1 BASE
PIERS WIDTH DIAMETER WIDTH
ZL ZR INV
DROP
0 "0.00
1.50
10.00 4.0~ 0.00 0.00 0.00
\7\
Y(l) Y(2)" Y(3) Y(4)
PAGE 1
yeS) Y(6) Y(7) Y(8) Y(9) Y(10)
I F O· 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
HEADING LINE NO 2 IS -
I STORM DRAIN LINEB13
I HEADING LINE NO 3 ~S -
],602
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F 0 5 1 '5 P
WATER SURFACE' PROFILE -ELEMENT CARD L+STING
ELEMENT NO 1 IS A $YSTEM OUTLET *
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
ELEMENT NO
NO EDIT ERRORS
bts DATA
2 IS A REACH
U/s DATA
3 'IS A TRANSITION
'U/S DATA
4 IS A REACH
U/S DATA
5 IS A TRANSITION
U/S DATA
6 IS A REACH
(J/S DATA
STATION
100.00
*
STATION
297.20
*
STATION
298.20
*
STATION
300.00
*
STATION
301.20
STATION
344.96
7 IS A SYSTEM HEADWORKS
U/S DATA STATION
345.96
ENCOUNTERED-COMPUTATION IS
INVERT SECT
186.67 1
*
INVERT SECT
192.33 1
*
INVERT SECT
192 .4'1 3
*
INVERT SECT
192.58 3
*
INvERT SECT
192.66 1
INVERT SECT
198'.56' 1
INVERT SECT
198.56 1
NOW BEGINNING
*
*
*
*
*
N
0.013
N
0.01'3
N
0.013'
N
0.013
N
0.013
W S ELEV
0.00
W S ELEV
0.00
PAGE NO 2
RADIUS ANGLE ANG PT MAN' H
O.QO, 0.00 0.00 o
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
RADIUS ANGLE ANG PT MANH
0.00 0.00 0.00 0'
** WARNING NO. 2 ** -WATER SURFACE ELEVATION ,GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN ~WKDS" 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 LINEB13
1602
INVERT DEPTH
ELEV OF FLOW
W'.S.
ELEV
Q VEt VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI
DIA
BASEl
ID NO.
PAGE
ZL NO AVBPR.
PIER
ZR
**********************************************************************************************************~**********************~~
100.00 1~6.67 0.510 187.180 4.4 '8.30 1.070 188.250 0.00 0.805 1.50 0.00 0.00 o 0.'00
87.01 0.02870 .0283'17 2.46' 0.519 0.06
187.01 189.17 0.5io 189.677 4.4 8.30 1.070 190.747 0.00 0.805 1.50 0.00 0.00 0.00
14.40 0.02870 .028410 0.41 0.5.10 0.00
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 o 0.00
49.75 0.02870 .030503 1..52 0.510 0.00'
251.16 191. 01 0.491 191.500 4..4 8.73 1.183 192.683 0.00 0.805 0.'00 0.00 0 9.00
16.63 0.02870 .034796 0.58 0.510 0.00
267.79 191.49 0.474 191.960 4.4 9.15 1.299 193.259 0.,00 0.805 1.50 0.00 0.00 o 0.00'
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
7.69 0.02870 .045392 0.35 0.51'0 0·00
285.84 192.00 0.443 192.447 4.4 10.07 1.574 194.021 0.00 0.805 1.50 0.00 0.00 o 0.06
6.15 0.02870 .051868 0.32 0.510 0,.00
291.99 192.18 0.428 192.608 4.4 10.58 1. 737 194.345 0.00 1-.50 0.00 0.00 o 0 •.. 00
5.21 0.02870 .059282 0.31 0.510 0.00
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
TRANS STR 0.08000 .198178 0.20 0.00
298,20 192.41 0,.987 192.497 4.4 .12.61 2.468 194.965 0.00 0.335 10.00 4.00 0.00 o 0.00
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'
0.89 0.09444 .373390 0.33 0.00
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"1-, ,
LICENSEE: Project Design Consultants F0515P
STATION
L/ELEM
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAiN LlNEBi3
1602
INVERT I?EPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
SO SF AVE HF NORM DEPTH
PAGE 2
HGTI BASEl ZL ,NO AVBPR
DIA ID NO. PI-ER
ZR
***~************************************~*~****************************************************************************************
299.20 192.50 0.082 192 .587 4.4 2.777 195.364 0.00 0 .. 335 10.00 ,A.OO 0.00 ,0 0.00
0.80 0.09444 .436578 0.35 0.130 0.00
3,00.00 B2.58 0.078 19~.658 4.4 14.01 3.049 195.707 0.00 0.335 10.00 4.00 0.00 0' 0.00
TRANS STR 0.06667 .296669 0.36 0.00
301.20 192.66 0.350 193.010 4.4 14.01 3.049 196.059 0.00 1.50 0.60 0.00 b 0'.00
9.55 0.13483 .118190 1.13 0.340 0.00
310.75 193.95 0.357 194.304 4 .. 4 13.66 2.899 197.203' 0.00 0.805 1.50 6:00 0.00 0.00
8.87 0.13483 .106528 0.94 0.340 0.00
319'.62 195,14 0.369 195.513 4.4 13.02 2.631 198.144 0.00 0.805 1.50 0:00 0.'06 0' 0.00
5.44 0.13483 .093079 0.51' 0.340 0.,00
325.06 195.88 0.381 196.258 4.4 12.39 2.385 198.643 ,0.00 0.805 1.50 0',00 0.00 ,6 0.00
3.81 0.13483 .081416 0.31 0.340 0.00
328.87 1~6.39 0.395 196.786 4.4 11.83 2.172' 198.958 0.00 9·805 1.50 0.00 0.00 ~ ~.OO
2.90 0.13483 .071244 0.21 0.340 0.00
331. 77 196.78 0.408 197.190 4.4 11.28' 1.976 199'.166 .0.00 0.805 1.50 0.00 9.00 o 0.00
2.29 0.13483 .062289 0.14 0.340 0.00
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 0.00
1. 84 0.13483 .054517 0.10 0.340 0.,00
197.34 . 0.437 197.776 4.4 10.26 1.633 199.409 0 .. 00 0.805 1.50 0.00 0.00 0, 0.00
1,54 0.13483 .047724 0.07 0.340 0.00
337.44 197.55 0.452 197.998 4.4 9.78 1.485 199.483 0.00 6.805 1.50 0.00 0.00 o 0.00
1.28 0.13483 .041777 0.05 0.340 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 LINEB13
1602
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
Q VEL VEL ENERGY SUPER CRITTCAL
HEAD GRD. EL. ELEV DEPTH
SO SF AVE HF NORM DEPTH
HGTI BASEl
DIA I·D NO.
PAGE 3
ZL NO AVBPR
PIER
ZR
* ** * ** * * ** **** * ***** * **** *** ******* ** * ** ** ** * ******* * * * ** ** ** **** ****** * * **.*** * * * * ** * * * * * * *** * * ** **.* * * * **: 1r* * * * * *** * ** *-* * * ***** ** * **
338.72 197.72 0.468 198.186 4.4 9.32 1.349 199.535 0.00 0.805 1.50 0.00 0.00 o 0.0,0
1. 07 0.13483 .036604 0.'04 0.340 0.00
339.79 197.86 0.485 J:98.348 4.4 8.89 1.227 199.575 0.00 0.805 1. 50 0,00 0.00 o 0.00
0.92 0 .. 13483 .032074 0.·03 0.340 0.00
340.71 197.99 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 0.13483 .028103 0.02 0.340 0,00
341.49 198.09 0.520 J:98.613 4.4 8.09 1. 016 199.629 0.00 0.805 1.50 (>.0'0 0.00' 0 9.00
0.68' 0 .. 13483 .. 024625 0.02 ,0.340 0.00
342.17 198.18 0 .. 538 198.722 4.4 7.71 0.922 199.6'44 0.00 0.805 1.50 0.00 0.00 0 .. 00
0.56 0.13483 .021590 0.01 0.349 0.00
342.73 198.26 0.558 198.818 4.4 7.35 0.8'38 199.656 0.00 0.805 1. 50 0.00' 0.00 o 0·.00
0.49 0.13483 .01894.3 0.01 0.340 0.00
343.22 198.32 0.578 198.903 4·.4 7.01 0.76.2 199.665 0.00 0,805 1.50 0.00 0.00 o 0.00
0.40 0.13483 .0166i9 0.01 0.340 '0.00
343.62 198.38 0.599 198.979 4.4 6.68 0.692 199.671 0.00 0.805 1.50 ,0 .. 00 O. 00 o 0 .. 00
0 .. 35 0.13483 .014579 0.Q1 0.340 0.00
343.97 198.43 0.620 199.047 4.4 6.37 0.630 199.677 0.00 0.805 1.50 0.00 0.00 o O.QO
0.28 0.13483 .012795 0.340 0.00
344.25 198.47 0.643 199.108 4.4 6.07·· 0.572 199.680 0.00 0.805 i.50 0.00, 0,00 o 0.06
0.23 0.13483 .011243 0.00 0.340 0.00
344.48 198.50 0.667 199.162 4.4 5.79 0.520 199.682· 0.00 0.805 1.50 0.00' 0.00 o
0.18 0.13483 .009884 0.00 0.340 0.00
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LICENSEE: Project Design Consultants F0515P
STATION
L/ELE!,!
WATER SURFACE PROFILE LISTING
SHELLEY PROPERTY UNITS 2 AND 3
STORM DRAIN LINEB13
1-602
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
BA$E/
ID NO.
PAGE 4
ZL NO ,AVBPR '
PIER
'ZR
**************************************************************************************************~******************************~*
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
344.79 198'.54 0.718 199.256 4.4 5.26 0.430 199.686 0.00 0.805 LSD 0.00 0.00 0 0 .. 00
0.10 0.,13483 .007648 0.00 0.34,0 0.00
344.89 B8.55 0.745 199.296 4.4 5.02 0.391 199.687 0.00 0.805 LSD 0.00 0.00 0 0.00
0.05 0.13483 .006736 0.00 0,.340 0.00
344.94 198.56 0.774 199.331 4.4 4.78 0.355 199.686 0.00 0·S05 LE;O 0.00 0.00 0 0,.00
0.02 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 0.00 0 0.00
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 0 0.00
\-;1
I
SHELLEY PROPERTY UNITS 2 AND 3
I STORM DRAIN LINEBl3
1602
I 100 .. 00 .1 we X R
103.19
I J.06.39
J.09.58
112.7B
I 115.97
119.17
122.~6
I 125.55
128.75
131. 94
135.14
I 138.33
141.53
144.72
I 147.9:1
151.11
15~.30
I 157.50
160.69
163.89
167.08
I 170.:47
173.47
176.66
I 179.86
183.05
186·25
I 189.44 I we X R
192.63.
195.83
199 •.. 02
I 20;1. 22 I we HE R
205.41
208.61
I 211. 80
214.99
218.19
221.38
I 224.58
227.77
2~0.97
I 234.~6
237.35
240.55
I 243.74
246.94
250 .. 13
253.33 I we HE R
I 256.52
259.71
262.91
I 266.10
\W
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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
314.02
317.21
320.41
323.60
326.79
329.99
333.18
336.38
339·.57
342.77
345.96
NOT ES
1. GLOSSARY
186.67
I ~ INVERT ELEVATION
'C = CRITICAL DEPTH
188.26
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
189.85
I W C H E
I we H E
I we H
I we H
I W C .H
XC
XC
IWC
X C
IW C
,I
191.44 193.03
.2. STATioNS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY
R
E R
E R
E TX
E H R
E H R
E H R
E H. TX
H E R
W C H E R
~ W C H E R
I W C H E R
I W C H E R
I W C H E R
I we 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 8
REFERENCES
• Standards for Design and Construction of Public Works Improvements in the City of
Carlsbad; dated April 1993.
• County of San Diego, Department of Public Works Flood Control Design: Hydrology
Manual, October 1973, revised April 1993.
• City of San Diego: Drainage Design Manual, April 1984, revised March 1989.
REP/1602DR·U2.D0C 140
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APPENDIX
HYDROLOGY DESIGN CHARTS
REPI1602DR-UZ.DOC 141
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TABLE 2
RUNOFF COEFFICIENTS (RATIONAL METHOD)
DEVELOPED AREAS (URBAN)
Land Use Coefflcient( C
5911 Type U
Residential:
SIngle FamIly
Multi-Uoits
Mobile Homes
Rural (tots greater than 1/2 acre)
Commercial (2)
80% impervIous
. Industrial (2) I :--_ •
90% Imper~lous ... , .: ...
NOTES: ... ~ .. ;. 'i9 '. ~ ; • '~.... ... ,;; "_ ••• : fi 1 ;-..
D
.55
.70
.65
.45
.85
~P~:1r~J~:~-~~~-~o:~.yp'~_d tor ai1.~~i~71_-~1n ~-~r~:~. ---; :
.(2)~1 iP~~ :--;-hctua.l4 -b>nwti6ns' t_ <fe~rl{Cf:f:;i~~y !~r~n;: ;: \he tabul~ted
~c. tloit:J.~.~~~~n~s. ~~~ -Qf _8_Q%:,0t'::9.0~;ttnetvalUes'·glveh"fori"-Coeff1clent C,
may be revised by mu1t1plr~-89% or -9~~a,bt~.~ ~r~tlo of actual Impervl~ness t.o-the tabulated 1I'Qpervl~~ ~6wever, in no case shall -
the final coeffldent be less than 0.50. For -example: Consider oommerdal
• '\" • t-_. :. ""'tJ~roperty on D soll.-,,-'.., ~; : •. ."~:'; .. " ':';"JL ~ :.&.,--:.:-. , ., _. . . . .. -.
. ~. . .' --t...... "Ii"" c 'l '-.-... . . --.-:' ,'. -" . Actuart~fYI0uine9$?(!-. ~'''I -~ --.... 50% .
.. . "... . .. -::.-. . .,..~",," r "'0'· 'f~ "I-rot ... ', ,(t .'" ........ -.... TaixJlated ImPervIOUsness -: i:: 80%
RevIsed C 50 x 0.8S I: W 0.53
-~-
82
-------------------INT£NSITY-DUML Dt:SlG~ CHART
l>
t
('l :8:tlttmitht1tttJ1
'-I-+-J+I-H+HH, II I '"
.1, ,. -I -'---'--T
10 15, 20 30
".
40 SO 1
-14-f.40.H-r-
II-i-I-I I I I I f-H+tt'l
2 . 3 4 5 l'_ .. ___ 6
CT\ :b o c:
"1
~~~~~--------~-iDire~tions for Application:
1) From precipi tation maps detenni ne 6 hr. an'
24 hr. amount~ for the selected frequency.
These maps are ~rinted in the Co~nty Hydr~
r·1anual (10, 5!,) nnd 100 yr. map's ,nc1uded )
Design and Procedure Manual), ,
2) Adjust 6 hr. precipitation (if necessary)
that ft is within the,range of 45Z t~ 6St
th~ 24 hr~ precipitat10n,. (Mot nrrllcable to Dese,rt)
3) Pl~t 6 hr. prectpitation on the riD~t sidl
of the chart.
4) Draw a l1n~ through thep~int parallel to
plotted lines.
5) This line is the intensity-duration curve
the location being una1yzed.
65:
*p = 2.,&7 ,2): AdJusted 6, "
mln. ) t sa _~ __ ---.-
3 C , /hr" in •
• 4) Ie" ' i ble to Desert Region *Not Appl ca ,
APPENDIX X
IV-A-14
Revis.edl/
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7C. hmC 0/ CP/TCC/T/ra//O/T
L. Len'l1h 0/· #vQ/(;'r.rh(;'d
/I. f)/Y/crcnce '/7 .:::I€.'vah;:'n a lol19
e/t'cclirc S/PDC lin€.' (Sa ~'ppClJo',x i-s) ~
:JOO()
ZdtUJ
3~O
!
10
a.s
~.c..-I:::.IM.::--=-1l::X a:=..n:.AC;1 (NOTE: _
I ADO TEN MINU::::JTES TO ~' PUTEO TIME OF CON-
CENTRATION.
<IIJ:Z
L
,vO</rsMinvlcs
'\. .St)t)tJ
"(f~LJ ,.
JLJPI) " ,
21)01)
'14{)()
16(;0
H(}()
, .I.2(}O
- . I{jOO
$1)0
'1Jt)O
l'dO
GPO
:JOO
~' 21ft)
.3-~ IBt)
12P
11)0
9()
SO
10 ,
I GO ,
5lJ
, "'0
2()
,
"
H L
SAN 01 E~O COUNTY
OEPART~ENT OF SPECI AL DISTRICI SERVICES
DES I GN MANUAL
APPROVED .• ,', OJ 'c'.' riO or' ," ---r;-,< 0
84
NOMOGRA?H FOR OETERMIN!l.TION
OF TIMIl OF CCNtENTRATIOfl: (7c)
FOR NATURAL WATERSHEDS
APPENDIX A-3.1
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II
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URBAN AREAS
TIME OF FLOW
OVl KLAI\llJ
CURVES
0
~ OJ ...
~ 400 w V Z < .... ~
0
JO)
200 ';··-1'" ~;,n~:·: ;-i :'-. :',J .I--.·-t-ill, 'H,~ ;.' II;.I~: . ':::±C ~' ;1trLi.:· !' l-ttj-.· .~ ;I.L'~I of!.--. .-.... .-. ... -.---
IOJ ~·;;t.:1~ -1-'--.. --
't ..... '1';"· , ill ~:! ft Il .• ! ~ if-''''!' f _ ..... rt-,~ .. ' , .. -:
0
EXAM PLE. :
GIVE.N LE.N Girl of F LOV\.l c. 4-00
SLOPE--\.D 9'0
CO£Fflt-iEJ'\T Or-RJr--lot=-~
K.£AD • OVE:..K. LAN D FLDWT\m~
86
7'0
40
so ...
." OIl 5
~ Z. ~
Z ..,
~ i=
30
FT ..
c..:: .70
(5" MINU-r~5
APPEND',IX A-3.2
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CHART 1-104.12
Given. Q. 10 S. t.5-4
CharI 9vll' Depth c 0. ... Vdoc.itt • "if lsi&.
REV. CITY OF SAN DIEGO -OESH,N ~GUl'DE 'SHT, NO ..
GUTTER AND ROADWAY
DlSCHARGE -VELOC1T Y CHAR1 A'P;PENDIX A--4
___ --'-__ ..L-....,.....".._-------------'''-------'----'------,----'"". ----~-
I ]
I ]
I J
I J
I J
I ,J
I J
I J
1 J
I J
I J
I -J
I 'J
I J
1 J f ' , '
1 J
I --J
I' ~J
I
REV.
"
CHART .1-103.6 A
CAPACITY OF CURB OPENING INLETS
ASSUMED 2~ CROWN.
Q = D.7l (A+y}3/2
.t. ~ tP/ ",7 (-1"-r'/J3~
*A = 0.33
Y = HEIGHT OF WATER AT CURB FACE (0 .. 4' MAXIMUM)
REFER TO CHART 1-104.12 ,
L'~ LENGTH~OF'~LEAR OPENING OF INLE~ . , . .. .. .;.. .. : .
",', ; .•. ~ ... -...
" *U~e AcO when the tnlet is adj:acent to traffic;. i~e •• for a Type "J" median inlet or where the
parking lane is removed. ' : ' '. : .
~ .. .. .... : .,.-: -... . ..
:,.. ~ ..
,
.~" .' ""'!' ' .. .. . .... ~-:.
~,
... ~. -..•. -. . .....
... ~ .... 0; \ •• "!., '"\.C.!.r,' ( .. ~ I:· ...
.......... 4~ ~
"
,. ,,,. f' , . C~~A~rrr .. ~F CURB OPEN I NG I f{.lfT~'-3::·' ~ .7" ,
APPEN D iX A-5
o :r: -(c.
'" c.. o
"-o
CHART (-I03_6C
NOMOGRAM ";";'CA·PACITY·., CUR'S
INLET' AT SAG
SHT. NO.
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t5aterial Table 200-' 7 .
Eb.cc BbDlccl 0) Ilppee I "'llCcV) ,
Yd. Rod: R.ipl'¥
F\IScc CPu ",a-
(1) (Z) DC" Op<...1 0pL2 Op<...) LcrNec
-T-Sec. 200 Sec,1/X) <» , ~.
«() (') . (6)
6-7 No.3 .6 3/16· C2 D.O. -
lbd:-
~It
7-1 No.2 1.0 1/'" B3 D.O. -
Bad:-"r: "
u.s Fac-1." 3/1· -D.O. ......
mit -"
90S-It upt -2.0 M,· ..;... "". --HIl·
.' P.8. -
11113 -1/" 2.7 31"--3"· SAND
TON 1-112"
P.8.
. 13-lS ~ 3." l~ -"". SAND
TON :
1-112·
F..8.
IH7 1 ".3 1-112" -tYPE SAND
8
.TON .. , ..
11-~ 2. S." 2" .-TYPE SAND
8
TON
See 200-1. 6' See also 200-1.6(A)
Practical use of this table is limited to situations
where liT" is less than insid~ diameter.
(1) Average velocity in pipe or bottom velocity .in
. energy dissipater, whichever is greater.
(2) 'If desired riprap and· fil terblanket class is not
J. availabLe,' use next larger class"
(3) Filter blanket thickness = 1 Foot or liT", whichever
is less.
for Ptblic \lorks (4) Standard Specifications
c~truction" .
(5) D.G. = Disintegrated Granite, 1HH to 10 MH.
P.B. = Processed Miscellaneous Base.
Type B = Type B bedding material, (mininun75X
crushed particles, 100X passing 2Yz" sieve, 10X
passing 1" sieve).
(6) Sand 7SX retained On #200 sieve.
APPENDIX A-7
-.---7.!H
30.
v-l-! . i
• ~w •• 0'.-1..
I ~ l ..
0,,11f\: ..L
~'Cf .-1..--1
c,.mtttt,O.
'0-:-
I
::-
------,-,~rolion and Sediment Control Handbook
..
1.5
1.(
1.3
1.2
1.1
,. •• , I I "I 1,.0 5
j j r r rv J.:: 0.9 j
S 10.s :: ~ 0.7·~
2':i +0.5 [
'-.ooo:l,...,..rr-yi~'-r''7'SH~~ -i' -0 5 .... • -... o~ )li'a:
... :10 co '" • -: to.4 ::,.....r:;..c;...~;..c;.,...""'~c,..;..<: :3 ...... -; :. .; -= ---I +0.3
~-=z~~~~::::::::::: _ _ _ ":."= -=~ +0:2
-• -~ ~ I i o.1
-_. I I I , 0
30 . 100 200 500 1000 I
O'K:IJ"~" tI' "c
5 10 20
01 0,2 0.30." 06 0.8 1 2 J 4 56 ,TIO 15-20 2'5'
O'K""gt. m) ItC
Fig. ;A5 Design of ripr.p outlet protection (rom a round pipe flowing full: minimum
t·all ..... ter conditions. 16. loll
to find the riprap size and apron length. The apron width at the pipe end should
be 3 limes the pipe diameter. Where there is a well.definedchanne.1 immediately
downstream from the apron. the width of the downstream end' of the apron
should be equal to the width or the,¢hannel. Where there is no well·defined chan·
nel immediately downstream from the apron. minimu~ tailwater conditions
'apply and l·he width ot the downstream end of the apron should be equal to the
" pipe diameter pll.,1s the length of the apron •.
~ EXA~lPl.E 7..& Ri'prap Ou.tlet Protection Desirn Calculation for MinImum
~ rai1water Condition . .
, Chen: A ftuw of 6 ft.-fsee 10.1; mS/~ecl discha~,es from a 12·in (30.e~) pipe onto a 2
'. percent-crlSsy slope With nn defined·channel.
'}:> Find: The required lencth. width.·.nd median Slone siu.d'-O (or a' riprap apron. , .
~
------- -
Water Conveyance and, I:;nergy Dissipation ;.55
10
.1.0
J ~0.9
!. 0,8 .: 10 1
I I I I I j II -:~ ~ 0 6 ; r , ,. ,'i') r !: ~O.5 ~ It J r I "I • . -, f " , •• 0.' , ' , . . ,
1 ':.:. 0.3 ~ 2 ';'0.2 c:
.:. 0.1
~ 7" __ I "III !-"0
J 5 10 20 . SO 100200 SOO 1000
Oisc""9t. :tl sec
--.---------r--.~. '"!.!--~. ---.,-.--;-......,.. ........ --t--------..,....-
.1 ·.2.J.4 .5.6.7.~.91 2 JOI 5673:C !S' 2025
OiKnlrgt. ml Itt
FIr.7.'&6 Desirn of riprap outlet protection t'rom • round pipe ·ftowin, (uJi; maximum t~ilw.ter conditions. (6. 1"1
Solution: Since the pipe discharres onto a flat area with no defined ch.nnel. II -mini.
mum tailwater condition can be assumed.
By Fig. ';'.~6. the apron lenrth I.. and median stone size ~"1 are 10 ft (~ m) and 0.3 (t
(9 cml. respeetively,'The upstream apron width W. equ.1s ;) times the pipe diameter -D.:
WIt .·3 X D~
• 3q,(t'l - 3 (t (3(0.3 ml • 0;9 ml
The c;lownst~eam apron width W .. equalj the apron len,th plus the pipe diameter:
Wol • D .... I..
-1 rt + 10 t't • 11 I't 10.:1 m -:3.0 m • ::l.:l ml
Note: When a concentrated tlow is dischar~ed o>nto a $Iope lIS in this example', 'lui.
lying can ~cur downhill (rum t~e·o>utlet pro,teetion. The sprudint o(.concentrared ~o'"
89
A = 2.6 AC
0100 =6.3 efs
LEGEND
E1
A = 13.8 AC
0100 = 22.7 efs
---------
dm-exh2.dwq 8/1/00 5,' 28: 35 pm PST
,"
810
88
A = 0.2 AC
SUBBASIN NAME
DRAINAGE AREA
Q (in cfs)
BASIN LIMITS
UNIT BOUNDARY
PROJECT BOUNDARY
,.
,
.'
87 '-... 1---::--2:::-.8:::-::AC;;--i),..-
0100 =5.0efs /
",
85
A = 2.J6 AC
0100 =4.4 cfs
84
A = 3.9 4 AC
'boo = 7.4 efs
J
\,
" flJ I ,
'.
x OJ?
• II;'? "..If • ffJ?
• ff.2~ 812 / x f1;: 7
A -2.2" AC
QI00 =q.9 efs
.~'-
/.~---..."..,,-:r-.J
/ ...
811 , If.l7
A = 2.2'·AC ,\
'boo =5.8 ofs
.' ,~--
-.-.~--
\ S~
, .I \ / 78
, \,
1'79~80
l\ .... r----::-__==_~ , ,
~ ,
., A I\" 4.1 1--:..:....l:----:'7':':':"'-'rJ/ 01~ = .5 efs
/
181 /(, " ,\
• •
, •
, / , , ,
y\
/ \
/'
---,,"
/
" A -
• ,,~e .I
/
:1 f ----:;-::i!/-/"
: .. " ".I~
• 116.4
1/ , , y'"''
--.' --// ,~-'-;.-. -
~'r'l JOOI tJ u r -'-'
•
!
" /2a(j
/ , ,
\ "
/
'.
---r:~~~ .. , ' , ,
121
,
;
/
, ,
A9
, ,-" ./' /'
I ; I' /' // ' . , -I,'
: / -'
• /
"--~--. --~~-~ .•. ~-.~~~~:~:.:~: .. -': --_ ... _ .. -" . --...
,-,-
.' /' /
( ,
/
-' ... ! ,
/-:' r'
-". " -~-",
/ ./
, ,
, ,
• ,
\
\ ,
, , , , ,
, ,
, ,
, •
, • ,
, , ,
, ,
, , . /
Y
,
\\\~~~@-~ =--==-.l. .. __ ----
\
, 2ltU '
~'j-r r tJ e
53
A = 2.5
'boo = 4.8 efs' ,
'~-~ ""
~.' i . / i i,4 ,\t\.
:: ;"\ , , ,,'
:i/,:"" ~,). , ,I
81
A = 0.7 AC
0100 =4.4 efs
• ,
, .
'..
\ /' / .
/
/
\
, !
y ,
y
y ,
, ,
• , ,
• •
, • ,
, ,
.-.. 1-"-' ,-,. ',-,
, , . .
! ,
/ ." "'</ /
~ ,
. • . . , ,
, , ,
, , " .',
/ \
\ ,
At -' .
, ,
/-;JAC. A -. ,
QI,OO yefs
, ... ,
'. t--+-~':---..., A2
.,-1.' .
,A = 0.7 AC
A = 0.2 AC,
.. 'boo = 1.2 dfs
,
, .
v , '
82
A = 3.4 AC
'boo = 7.8 efs
•
SHELLEY PROPERTY UNITS 2 AND 3
DEVELOPED CONDITIONS DRAINAGE MAP
EXHIBIT "B"
Project Design Consultants
PLANNING ENGINEERING SURVEYING
701 "IT Street, Suite 800, San Diego, Ca. 92101
619·235·6471 FAX 234·0349
Job no. 1424.20
I
,
I
1
,
I i' , ,
I c~ __
• 'CdO
LEGEND
SUBBASIN NAME
A = 13,8 AC
lJroo=22.7 em
---......
--------
---
DRAINAGE AREA
Q (in cfs)
BASIN LIMITS
EXlsr 100-YEAR F1. :-oD LINE
PROJ[CT BOUNDARY
EXIST. CONC. BROW ,'ITCH
F1.0W PA 7H
1. PEl? IMPROVEMENT PLANS FOR 'OFFSITE
SEflfR -CALLE COlUMa (VISTA SANTA FE
UNIT NO. J) CT 81-16", SHr 8 OF 14
2. SEE DRAINAGE REPORT FOR SHaLEY
PROPERTY UNITS 2, J, AND 4
J. PER CITY OF CARLSBAD Dwe. NO. 331-2
IMPROVEMENT. PLANS FOR RANCHO SANTA
FE ROAD, "HYDROLOGY/HYDRAULICS REPORT
FOR OLiVENHAIN PIONEEI? ELEMENTARY
SCHOOL", BY ROGERS ENGINEEI?ING, DATED DEC. 12,
1992, AND "DRAINAGE REPORT FOR SHaLEY PROPEI?TY
UNIT I" BY PROJECT DESIGN CONSULTANTS, DArED JUNE 1999.
4. TOTAL STORM F1.0W CONTRIBUTED BY EXISnNG STORM
DRAIN FACILInES AND SHELLEY PROPERTY UNICS 2, J. AND 4.
" \£NCR \ /424 \MG\£XHfBIiS\ t-l YD-(/ST. dwg 1/28/00 i2. 52. 40 pm PST XR[F i3.90MSTR OWG/1J90TQoO o IV:;
NOTE:
.. ,
,
FOR DRAINAGE 8_ '~N~, .1/ VISTA DEL RIO SEE "DRAINAGE
CALCULA nONS VI' ,'" !)[L RIO -ENCINITAS m 3897"
BY CEP ASSOCfATlJ! :'4TED SEP. 16, 1976.
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~--~-'.~ ~ -~ "->:;,. ~'''':::--
.~. ~'--_.:. -.--r---
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.NU
SHELLEY PROPERTY
( UNJT ,1 , . 'r -• N7J
• 1 < ;-.,.,
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,
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11, -.
~, .'<.JJ
OLJVENHAJN PJONEEFI
ELEMENT AR Y SCHOO.: .. ,
SHELLEY PROPERTY UNITS 2, 3, AND 4
EXISTING CONDITIONS 100-YEAR
DRAINAGE MAP
EXHIBIT "A"
-,--.~~~~~~~~~~~--~-~-
Project Design Consultants
PLANNING ENGINEERING SURVEYING
701 .. S' Street. Suite 800, San
619-235-6471 FAX 234-0349
Diego, Ca 92101
JOD no. :602.10