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SDP 15-22; QUARRY CREEK PA R-2; FINAL DRAINAGE REPORT; 2016-02-05
-------------------------- - - -... - Final Drainage Report Project No. SDP 15-22 City of Carlsbad FEB ~ 9 2016 Planning Division QUARRY CREEK PLANNING AREA R-2 City of Carlsbad, CA County of San Diego PREPARED FOR: LENNAR MULTIFAMILY COMMUNITIES 95 ENTERPRISE, SUITE 200 ALISO VIEJO, CA 92656 BB&D~ PLANNING ENGINEERING SURVEYING 3990 RUFFIN ROAD, SUITE 120 SAN DIEGO, CA 92123 (858) 560-1141 SB&O JOB NO. 71920.60 --------------------------- --- --- TABLE OF CONTENTS Vicinity Map 1. Scope of Report ................................................................................................................................ 1 2. Off-site Public Storm Drain System ................................................................................................. 1 3. 4. 5. Project Description ........................................................................................................................... 2 Pre-Development Conditions ........................................................................................................... 2 Post-Development Conditions .......................................................................................................... 2 6. Hydrology ........................................................................................................................................ 3 6.1 Design Criteria ......................................................................................................................................... 3 6.2 Soils ........................................................................................................................................................... 3 6.3 Runoff Coefficient (C-Factors) .................................................................................................................. 3 6.4 Civi!Design Hydrology Software .............................................................................................................. 3 6.5 Rainfall Totals ............................................................................................................................ 3 7. Inlet and Curb Calculations .............................................................................................................. 3 8. Detention .......................................................................................................................................... 4 9. 10. Hydromodification ........................................................................................................................... 5 Conclusion ........................................................................................................................................ 5 Drainage Map ................................................................................................................ Map Pocket SWMP Site Map ........................................................................................................... Map Pocket EXHIBITS A. CivilD Analyses (Proposed Condition) B. Curb Inlet Calculations C. Basin BB-1 Exhibit D. Drainage Basin Exhibit (PDC) E. Tributary Area & Impervious Area Table (PDC) APPENDIX San Diego County June 2003 Hydrology Manual References D:\71922 QC PA R-2\Reports\Hydrology\20160205, QCR1R2, Combined Drainage Report.docxl -.. -... ------------ --- ----- ----------- Si a CAMINO COUNTRY CLUB MIRA 'OSTA COU£G£ ~ . MARRON RD. VICINITY MAP ~ NOT TD SCAJ.£ THOMAS BROTHERS PG. 1107; GRID A-2 2006 EDITION D:\71922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx SITE --... ... -----... ---.. ------------------------ 1. Scope of Report A master report, "Drainage Report Quarry Creek," dated March 23, 2015, was prepared for the Quarry Creek development by Project Design Consultants Inc. (PDC). The PDC master report summarizes the pre and post-construction hydrology for the entire project, including detail analyses for basins BB-1, BB3-2A, and BB3-2B. These combinations basins provide treatment, hydromodification control and attenuation of large storm events). The tributary areas to the 3 basins were not cleanly defined since there were no detailed development plans at the time. The analyses and calculations in the master plan report were based upon the overall tributary drainage basins, with assumed impervious percentages / areas for the mass graded pads. Planning Area R-1 discharges to Basin BB-1, along with a portion of Planning Area R-2, and several offsite areas (proposed Private Street A, slopes and the future cultural center). The remaining portions of R-2 discharge to Basins BB3-2A and BB3-2B, along with several existing offsite areas and public street. This report documents the following for the combined R-1, R-2, and off-site areas: A) Tributary area and impervious area to each combination basin, including a comparison to those values form the Master (PDC) SWMP and Hydrology reports. The storage volume of the combination basins were determined using hydromodification modeling software (SDHM) along with the Rational Method Hydrograph procedure for larger storm events. These design procedures and models are based upon the total tributary area, impervious portion and rainfall totals. Comparisons of rational method peak flows rates discharging into the basins are not meaningful. B) Rational method hydrology and hydraulics calculations for the private storm drain systems. Sizing of post-construction treatment Best Management Practices (BMPs), and analyses of site hydromodification impacts are detailed in the master Storm Water Management Plan (SWMP) "Quarry Creek," prepared by Project Design Consultants, dated March 19, 2015. An addendum to the master SWMP was prepared by SB&O Inc., dated January 18, 2016. The addendum verifies that the proposed R-1 and R-2 site specific plans are consistent with the design parameters and assumptions made in the master Quarry Creek report. 2. Off-site Public Storm Drain System An analysis of the off-site public storm drain system capacity was performed in report titled "Drainage Report Quarry Creek", prepared by PDC, dated March 23, 2015. The report documents that the receiving waters and off-site storm drain system, located downstream of the discharge locations were designed for flows of equivalent drainage areas and development intensities. D:\71922 QC PA R-2\Reports\Hydrology\20160118. QCRIR2, Combined Drainage Report.docx 1 ... -- ---------------- - -- - - --- - Please refer to the PDC drainage report for all downstream or off-site public storm drain. The off-site storm drain bypasses the proposed R-2 site and no additional runoff from the proposed development will be added to this the storm drain. 3. Project Description The Quarry Creek development is located in the City of Carlsbad (City), but is bordered to the east by the City of Oceanside. The project is situated west of College Boulevard, east of Interstate 5 and south of Haymar Drive. The property is divided north and south by the Buena Vista Creek which runs east to west across the middle of the site. The site is 155.36 acres in gross project size with the addition of some off-site grading and improvements. The first phase of Quarry Creek prepared the previous redevelopment project into large sheet graded pads, and provided construction of public roads, public utilities, and the Low Impact Development facilities required for both current and future phases of the project. Specifically, the R-1 and R-2 area is located in the northeastern portion of the site. The project is bound by Haymar Drive to the north and El Saito Falls Road to the east. R-2 is approximately 15.24 acres with a net project area of approximately 13.63 acres for a net project density of approximately 20 dwelling units per acre (DU/ AC), which corresponds to High Density Residential (HDR) per Table 3-1 "Runoff coefficients for Urban Areas" of the San Diego County Hydrology Manual. 4. Pre-Development Conditions Planning Areas R-1 and R-2 are part of the first phase of the Quarry Creek project and includes preparation of the large sheet graded pads. The existing combined tributary area to basin's BBl, BB2-3A, and BB2-3B is approximately 27.58 acres and consisting of high density residential as well as streets, according to the PDC report. A copy of the Drainage Area Exhibit from the master report in included in Exhibit D, along with a breakdown of the tributary impervious areas in Exhibit "E". 5. Post-Development Conditions In order to verify the sizing of the basins, this report will combine areas from R-1, R-2, and offsite portions. The R-1 area is the multi-family residential development. A total of 64 units will be constructed, consisting of various attached product types and both 2 and 3 story buildings The R-2 area will also be included in this report with a total of 278 units. R-1 is approximately 3 .22 acres with a net developable area of 3 .17 acres and R-2 is approximately 15 .40 acres, with a net developable area of approximately 13.63 acres. This yields a net project density of approximately 20 dwelling units per acre for both projects, which corresponds to High Density Residential (HDR) per Table 3-1 "Runoff coefficients for Urban Areas" of the San Diego County Hydrology Manual. See Proposed Drainage Exhibit located in the map pocket. D:\71922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx 2 .. -------,.,. - --------- ------- --------- 6. Hydrology 6.1 Design Criteria The private drainage system will be designed in accordance with the City of Carlsbad's "Engineering Standards", Chapter 5. Storm drain pipes will be designed to convey 100-year storm event runoff under open channel flow conditions, and flow depth in the street gutters shall not exceed the top of curb. The San Diego County June 2003 Hydrology Manual was utilized to calculate peak flow rates for the 100 year storm events. (See Appendix for Reference Materials, Charts & Tables). 6.2 Soils The assumption from the PDC report that all soils are Hydrologic Soils Group D was held in the modeling and calculations for this report. 6.3 Runoff Coefficient (C-Factors) With a proposed density of 20 DU/AC, a high-density multi-family residential drainage co- efficient of 0.71 (based upon 65% impervious) has been selected. 6.4 CivilDesign Hydrology Software CivilDesign Engineering Software © was used to compile the rational method calculations analyses. The program uses a node-to-node analysis to determine time of concentration, rainfall intensities, runoff, and open-channel pipe sizes, based upon parameters in the County Hydrology Manual. 6.5 Rainfall Data Results Rainfall intensities were calculated using the rainfall data from the County of San Diego 100- Y ear 6-Hour and 24-Hour Isopluvial Maps as follows; Stora Event/ 100-Year 2.90 ... Ratio ?P6/P24 57% Adjusted P6 bl 2.90 Detailed hydrology and hydraulic calculations for the private storm drain system tributary to Basin BB-1 (R-1 and a portion R-2, offsite areas) are provided in Exhibit A. 7. Inlet and Curb Calculations (TBA Final Design) The curb inlets used are per San Diego Regional Standard Drawing Type "B" in sump conditions. Sump inlet capacities were determined using the San Diego County nomogram for sag inlets. Street flow analyses were performed to determine the depth of flow in gutters at critical locations including inlet locations in order to size inlets for the 100 year event. A summary table is provided below along with supporting calculations and analyses in Exhibit B. D:\71922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx 3 - ---... -------------------------------- C b I I S ur net ummary Tributary Min Basin Area 1100 QlOO Length Inlet ID (ac) C factor (in/hr) (cfs) (FT) Tvoe 5 Sumo 5 Sumo 5 Sumo 5 Sumo 5 Sump 5 Sump 5 Sump 8. Detention In order to verify that the proposed development are consistent with the original master plan assumptions, the following comparison was compiled; Drainaee Basin SB&O PDC Basin 1 (Basin BB-1) Impervious Area 6.59 6.85 Future Cultural Center -- Total Basin 1 Area 13.73 13.72 Basin 3-2A Impervious Area 1.26 1.40 Total Basin Area 8.62 8.66 Basin 3-2B Impervious Area 3.43 3.50 Total Basin Area 4.69 5.20 Total Impervious Area 11.28 11.75 Total Drainage Area 27.04 27.58 Since the tributary areas and the impervious area to all three of the basins, the discharge rates from the basins will be consistent with the original design. The grading of basin BB-1 has been slightly revised but will remain consistent with the previously sized basins. See Exhibit "C" for a comparison of Basin BB-1. D:171922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx 4 ---... ------- ---------------- --------- The above comparison confirms that the proposed impervious areas and tributary areas to each basin are consistent with the original design assumptions in the Master SWMP (PDC). Therefore, no further detention analyses are necessary for the R-1 and R-2 sites. 9. Hydromodification The comparison is Section 8 confirms that the proposed impervious areas and tributary areas to each basin are consistent with the original design assumptions in the Master SWMP (PDC). Therefore, no further hydromodification comparison are necessary for the R-1 and R-2 sites. 10. Conclusion The proposed R-1 and R-2 site parameters are consistent with the original design assumptions made in the PDC master studies. The sites will rely on the construction of the bio-retention basins BB-1, BB 3-2A, and BB 3-2B to provide treatment, hydromodification controls and detention of runoff. D:\71922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx 5 \ / I l \ I \ \ 0 / CURB ANO GUTTER £XtSnNG CONTOUR PROPOSED OM4 UM/TS 0/RECnoN OF DRAINAGE IMPERVIOUS ARS4 LANDSCAPE ARS4 STORM DRAIN PIPE SIZE O.M..4. TABLE O.M.A. NAME BASIN 1 BASIN 3-.24 BASIN 3-2B PROPOSED ONSITF PAO IMPERVIOUS ARS4 {AC} 6.59 1.26 3.43 ~ 395 ----------.____ ------ -----,;:;-,.._ ----~ ---- \ -------s· \ ~ 78 ===---= ~ PLANNING ENGINEERING SURVEYING iJ: 3990 Ruffin Road, Suite 120 ~ San Diego, Ca. 92123 858-560-1141 ~ 858-560-81 57 Fax " SWMP EXHIBIT FOR: tau~ ~(4 /tt ~ 60 GRAPHIC SCALE 0 60 120 180 QUARRY CREEK PLANNING AREA R·f ANO R-2 ALLEN L. BU~ OAT£. ~ ~7,;:_;,:,3~14r,_1-=:i2':i-1-=i1~6------------------------------------------------;7~f9~'227<:S:;Yi'XO?tf::-s~miZ'MP;;"..oiiw,vct:;------------------------------------------------t,-------7l7f~92?00~.20';t PROPOSED DRAINAGE EXHIBIT FOR: QUARRY CREEK PLANNING AREA R-1 AND R-2 ---------·-----------------------------------/ STAT£ ROUT£ ---" ------~-----~-------- . ~=====z'"',=--------:'-=f>AJ?C£t :Zr::=< =:=::·-s--~ \ ' ' / ' __ : /,, PROPOSED DRAINAGE EXHIBIT FOR: GRAPHIC SCALE LEGEND PROPERTY LINE/PROJECT BOUNDARY RIGHT-OF-WAY LINE DIRECTION OF DRAINAGE CURB ANO GUTTER EXISTING CONTOUR PROPOSED BASIN LIMITS BUILDING NO . STORM DRAIN PIPE SIZE -------------- ---------0 24" ==®====== POINT OF CONNECTION TO PUBLIC SYSTEM P.O.C. NOOE NUMBER Q 100 (C.F.S.} BASIN DESIGNATION iNITIAL AR£4 • AR£4 (AC.} Gs\ ELEV. --------~~ ~ • u z PLA.NN!NG ENG!NEERING SURVEYlNG 3990 Ruffin Road, Suite 120 San Diego. Ca, 92123 85&560-1141 85&560-B157 Fax "' QUARRY CREEK PLANNING AREA R-1 AND R-2 // ~ ~Ch~ i ~~H~;::~Te:-----------------------------------------------------------6-o ____ o-;;;-;;;-;:;;:;;6:;:'0~iiw'.;'ijj:;"12_0 ____ 1_so _________________________________________________ _;ALL£i;,::;:;:"N.:...:;L;_· _,B:;'fl;;.li:,'H.::;'Ei;:,:l? ____ ..::::;~F:-:·=~~ U 20 1./j. 1-22-16 71922SXOf-SWMP.OWG 71920.20 -----Exhibit A: Node-to-Node CivilD Analyses (Proposed Condition) ------ -------------------------D:\71922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx - 111111111111 II 11 II II II 1111 II II II fl fl II a 1 FILE: a.WSW w s PG w -CIVILDESIGN Version 14.06 PAGE 1 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-5-2015 Time: 8:32:20 FRENCH VALLEY 160 LINE A 69872.63 ~~~************************************************************************************************************~~~~~~~~~ J .. J .. .,_.,_..,_,.._.,_.,_.,_..,_ I Invert I Depth I water I !No Wth Q I Vel vel I Energy I Super !critical !Flow ToplHeight/lBase Wt! Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width I Dia. -FTI or I.D. I ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem !Ch slope I I I I SF Avel HF ISE Dpth!Froude NINorm Dp I "N" I X-Fall I ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******l*** ** I******* I I 1007.000 1322. 640 2.453 1325.093 65.50 10.59 1. 74 1326.83 .00 2.59 2.32 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-2.000 .0000 .0099 .02 2 .45 1.14 .00 .013 .00 .00 PIPE I 1009.000 1322.640 2.400 1325 .040 65.50 10.81 1.81 1326.85 .00 2.59 2.40 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-38.903 .0104 .0099 .38 2.40 1.20 2.36 .013 .00 .00 PIPE 1 1047.903 1323.045 2.454 1325.499 65. so 10. 58 1.74 1327. 24 .00 2. 59 2 .31 3.000 .000 .00 1 .0 -1-. -1--1--1--1--1--1--1--1--1--1--1--1-I- 17.757 .0104 .0093 .16 2.45 1.14 2.36 .013 .00 .00 PIPE I 1065.660 1323.230 2.593 1325.823 65.50 10.09 1. 58 1327 .40 .00 2.59 2.05 3.000 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I a -1--1--]-I--1--1--1--1--1--1--1--1--1--1- JUNCT STR .0100 .0074 .02 2.66 1.00 .013 .00 .00 PIPE I 1068.650 1323.260 3.892 1327 .152 51. 50 7.29 .82 1327 .98 .00 2.33 .00 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 25.080 .0104 .0060 .15 .00 .00 1.95 .013 .00 .00 PIPE I 1093.730 1323. 520 3.848 1327.368 51. 50 7.29 .82 1328 .19 .00 2.33 .00 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 71.660 .0102 .0060 .43 3.85 .00 1.97 .013 .00 .00 PIPE I 1165.390 1324.250 3.545 1327.795 51. 50 7.29 .82 1328.62 .00 2.33 .00 3.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 23.740 .0105 .0060 .14 .00 .00 1.94 .013 .00 .00 PIPE I 1189.130 1324. 500 3.527 1328.027 51. 50 7.29 .82 1328.85 .00 2.33 .00 3.000 .000 .00 1 .0 -1--1--1-I- -1--1--1--1--1--1--1--1--1--1- JUNCT STR .0100 .0054 .02 3.53 .00 .013 .00 .00 PIPE I 1193.130 1324. 540 3.836 1328.376 46.00 6. 51 .66 1329.03 .00 2.21 .00 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 159.325 .0100 .0047 .75 3.84 .00 1.83 .013 .00 .00 PIPE ~ FILE : a . WSW w s PG w -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-5-2015 Time: 8:32:20 FRENCH VALLEY 160 Page 2 11 II 11 11 1111 I I II II II II II II II II II 11 fl 11 LINE A 69872.63 a *******************************************************************************************************••······••++++••· J.,.J.,. _._.,_.., • ..,_..,_J....,_.,_ I Invert I Depth I Water I Q I vel vel I Energy I super !critical [Flow Top!Height/[Base Wtl [No Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem [Ch slope I I I I SF Ave[ HF ISE Dpth[Froude N[Norm op I "N" I X-Falll ZR [Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ~~ I******* I I 1352 .455 1326.134 3.000 1329.134 46.00 6.51 .66 1329.79 .00 2.21 .00 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-37.875 .0100 .0044 .17 3.00 .00 1.83 .013 .00 .00 PIPE I 1390.330 1326. 512 2.722 1329.234 46.00 6.83 .72 1329.96 .00 2.21 1. 74 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 6.019 .0100 .0042 .03 2.72 .61 1.83 .013 .00 .00 PIPE I 1396.348 1326.573 2.666 1329.238 46.00 6.93 .75 1329.98 .00 2.21 1.89 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-HYDRAULIC JUMP I I 1396. 348 1326.573 1.813 1328.386 46.00 10.30 1.65 1330.03 .00 2.21 2.93 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-23.880 .0100 .0103 .25 1.81 1.47 1.83 .013 .00 .00 PIPE I I I I I I Page 3 I I I I I I I I I I I 1 f I I I I I I I I I I I I I I I I I I I I I I I I I a 1420.229 1326.811 1.813 1328.625 46.00 10.30 1.65 1330. 27 .00 2.21 2.93 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 96.489 .0100 .0110 1.06 1.81 1.47 1.83 .013 .00 .00 PIPE I 1516.717 1327. 776 1. 743 1329. 519 46.00 10.80 1.81 1331. 33 .00 2.21 2.96 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-47.337 .0100 .0124 .59 1. 74 1. 59 1.83 .013 .00 .00 PIPE I 1564.054 1328 .250 1.676 1329.926 46.00 11.33 1.99 1331. 92 .00 2.21 2.98 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-33.504 .0100 .0141 .47 1.68 1. 71 1.83 .013 .00 .00 PIPE I 1597.558 1328.585 1.613 1330.198 46.00 11.88 2.19 1332. 39 .00 2.21 2.99 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-26.761 .0100 .0159 .43 1.61 1.84 1.83 .013 .00 .00 PIPE I 1624.319 1328.853 1. 552 1330.405 46.00 12.46 2.41 1332. 82 .00 2.21 3.00 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-22. 726 .0100 .0181 .41 1. 55 1.98 1.83 .013 .00 .00 PIPE -'i'-FILE: a.WSW W s PG w -CIVILDESIGN Version 14.06 PAGE 3 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-5-2015 Time: 8:32:20 FRENCH VALLEY 160 LINE A 69872 .63 ---** ____________________________ * ___________ *****·----*•-----------·-----------·----------------*---------*---------··· ** ******** I Invert I Depth I water I Q I Vel vel I Energy I super !Critical !Flow ToplHeight/lBase Wtl Page 4 I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I a !No Wth station I Elev I (Ff) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FT!or I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem !Ch slope I I I I SF Ave! HF ISE Dpth!Froude N!Norm op I "N" Ix-Fall I ZR !Type Ch *********l*********l********l*********f*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1647.045 1329.080 1.495 1330.575 46.00 13.07 2.65 1333. 23 .00 2.21 3.00 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-19.985 .0100 .0205 .41 1.50 2.13 1.83 .013 .00 .00 PIPE I 1667.030 1329.280 1.441 1330.721 46.00 13.71 2.92 1333.64 .00 2.21 3.00 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-JUNCT STR .0150 .0220 .09 1. 77 2.28 .013 .00 .00 PIPE I 1671.030 1329.340 1.434 1330.774 46.00 13.79 2.95 1333. 73 .33 2.21 3.00 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 61.830 .0222 .0222 1.37 1. 77 2.30 1.43 .013 .00 .00 PIPE I 1732.860 1330. 710 1.433 1332 .143 46.00 13.80 2.96 1335 .10 .00 2.21 3.00 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-41. 506 .0223 .0223 .92 1.43 2. 31 1.43 .013 .00 .00 PIPE I 1774.366 1331.634 1.433 1333.067 46.00 13.80 2.96 1336.02 .00 2.21 3.00 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-161.004 .0223 .0213 3.42 1.43 2.31 1.43 .013 .00 .00 PIPE Page 5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1935.370 1335.216 .00 1 .0 -1--1- 1-61. 333 .00 PIPE I .0223 1996.703 1336.581 .00 1 .o -1--1-1- 31.064 .00 PIPE I .0223 2027.767 1337.273 .00 1 .0 -1--1-1-19.554 .0223 .00 PIPE I 2047.321 1337.708 .00 1 .0 -1--1- 1-13. 442 . 0223 .00 PIPE ~ FILE : a. WSW PAGE 4 Time: 8:32:20 1.472 1336.688 -1--1- 1. 528 1338 .109 -1--1- 1. 587 1338. 860 -1--1- 1. 649 1339. 357 -1--1- a 46.00 13. 33 2.76 1339.45 -1--1--1--1- .0191 1.17 46.00 12.71 2.51 1340.62 -1--1--1--1- 46.00 -1- 12.12 -1- .0168 .52 2. 28 1341.14 -1- .0148 .29 46.00 11.56 2.07 1341.43 -1- -1--1--1--1- .0131 .18 .00 2.21 3.00 3.000 -1--1--1--1- 1.47 2.19 1.43 .013 .00 2.21 3.00 3.000 -1--1--1--1- 1. 53 .00 -1- 1.59 2.04 2.21 -1- 1.90 1.43 .013 2.99 3.000 -1- 1.43 .013 .oo 2.21 2.99 3.000 -1- -1--1--1--1- 1.65 1. 76 1.43 .013 W s PG W -CIVILDESIGN version 14.06 Program Package serial Number: 3093 .000 -1- .00 .000 -1- .00 .000 -1- .00 .000 -1- .00 WATER SURFACE PROFILE LISTING Date: 8-5-2015 FRENCH VALLEY 160 LINE A 69872.63 ************************************************************************************************************************ ** ******** I Invert !No Wth station I Elev I ZL IPrs/Pip -1--1- -1 L/Elem !Ch slope I Depth I water (FT) I Elev -I- I -I- I Q (CFS) vel vel (FPS) Head I -1--1--I- I SF Ave! Page 6 Energy 1 super lcritical!Flow ToplHeight/lBase wt! Grd.El. I Elev l Depth I Width IDia.-FTlor I.D. l -1--1--1--1--1--1- HF ]SE Dpth!Froude N!Norm Dp I "N" I X-Fall I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I a ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ~~ I******* I I 2060.763 1338.007 1.714 1339.721 46.00 11.02 1.89 1341.61 .00 2.21 2.97 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--[--1-I- 9.577 .0223 .0116 .11 1. 71 1.64 1.43 .013 .00 .00 PIPE I 2070.340 1338.220 1. 783 1340.003 46.00 10.51 1. 71 1341. 72 .00 2.21 2.95 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- JUNCT STR .0225 .0105 .04 1.82 1. 52 .013 .00 .00 PIPE I 2074.340 1338. 310 1.823 1340.133 46.00 10.23 1. 63 1341. 76 .03 2.21 2.93 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 100.000 .0102 .0099 .99 1.86 1.46 1.82 .013 .00 .00 PIPE I 2174.340 1339.330 1.848 1341.178 46.00 10.07 1.57 1342. 75 .00 2.21 2.92 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 23.670 .0093 .0098 .23 1.85 1.42 1.88 .013 .00 .00 PIPE I 2198.010 1339.550 1.835 1341. 385 46.00 10.15 1.60 1342.99 .00 2.21 2.92 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-JUNCT STR .0100 .0099 .04 2.02 1.44 .013 .00 .00 PIPE I 2202.010 1339. 590 1.836 1341.426 46.00 10.15 1.60 1343 .02 .19 2.21 2.92 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- Page 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 74.170 .00 PIPE I .0100 2276.180 1340.330 .00 1 .o -1--1-1-76.240 .00 PIPE I .0100 2352.420 1341.090 .00 1 .o -1--1-1- JUNCT STR .00 PIPE I .0100 2356.420 1341.130 .00 1 .0 -1--1-1-35. 430 . 0102 .00 PIPE f FILE: a.WSW PAGE 5 Time: 8:32:20 1. 844 1342 . 17 4 -1--1- 1.880 1342.970 -]--1- 1. 884 1343. 014 -1--1- 46.00 10.09 -1--1- a .0099 .73 1. 58 1343. 76 -1--1- .0095 .73 46.00 9.87 1.51 1344.48 -1--1--1--1- 46.00 -1- 9.84 -1- .0092 .04 1. 50 1344. 52 -1--1- .0087 .31 2.02 1.44 1.83 .013 .00 2.21 2.92 3.000 -1--1--1--1- 1.84 1.42 1.83 .013 .00 2.21 2.90 3.000 -1--1--1--1- 2.06 1. 37 .013 .17 2.21 2.90 3.000 -1--1--1--1- 2.06 1. 37 1.82 .013 W s PG W -CIVILDESIGN version 14.06 Program Package serial Number: 3093 .00 .000 -1- .00 .000 -1- .00 .000 -1- .00 WATER SURFACE PROFILE LISTING Date: 8-5-2015 FRENCH VALLEY 160 LINE A 69872.63 ************************************************************************************************************************ ** ******** I Invert JNo Wth Sta ti on I Elev ZL I Prs/Pip -1- -I -1- L/Elem !Ch slope I ZR !Type ch Depth I water (FT) I Elev -1--1- Q (CFS) vel vel (FPS) Head -1--1--1- SF Ave I Energy I super JcriticalJFlow TopJHeight/lBase Wtl Grd.El. I Elev I Depth I width IDia.-FT]or I.D. I -1--1--1--1--1--1- HF ISE DpthJFroude NJNorm Dp I "N" I X-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I Page 8 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I a 2391. 850 1341.490 1.952 1343.442 46.00 9.45 1. 39 1344.83 .00 2.21 2.86 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 17.998 .0099 .0079 .14 1.95 1.28 1.83 .013 .00 .00 PIPE I 2409.848 1341. 669 2.022 1343.691 46.00 9.08 1.28 1344.97 .00 2.21 2.81 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-9.600 .0099 .0071 .07 2.02 1.19 1.83 .013 .00 .00 PIPE I 2419.448 1341. 764 2.111 1343.875 46.00 8.65 1.16 1345 .04 .00 2.21 2.74 3.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 2.583 .0099 .0063 .02 2.11 1.09 1.83 .013 .00 .00 PIPE I 2422.030 1341. 790 2.209 1343.999 46.00 8.25 1.06 1345 .05 .00 2.21 2.64 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- -'f Page 9 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ FILE: al.WSW PAGE l Time: 8:37:32 al w s PG W -CIVILDESIGN Version 14.06 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-5-2015 FRENCH VALLEY 160 LINE A-1 69872.63 ~~½½*½½***~*~*********************************************************************************************************** ** ******** I Invert I Depth I water I Q I Vel vel I Energy I super lcritical!Flow Top!Height/!Base Wt! !No Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El. I Elev I Depth I Width IDia.-FT!or I.D. I ZL IPrs/Pip ~, -1--1--1--1--1--1--1--1--1--1--1--1--1- L/Elem !Ch slope I I I I SF Ave I HF !SE Dpth!Froude N!Norm Dp I "N" IX-Fall I ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********t*******l********l********l*******l*******I*** ** I******* I I 1000.000 1325. 800 1. 500 1327.300 6.20 3. 51 .19 1327.49 .00 .96 .00 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- .000 .0300 .0034 .00 1. 50 .00 .60 .013 .00 .00 PIPE I 1000.000 1325. 800 1. 500 1327.300 6.20 3.51 .19 1327 .49 .00 .96 .00 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.833 .0300 .0032 .01 1. 50 .00 .60 .013 .00 .00 PIPE I 1001.833 1325.855 1.446 1327.301 6.20 3.55 .20 1327. 50 .00 .96 .56 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-HYDRAULIC JUMP I I 1001.833 1325.855 .617 1326.472 6.20 9.05 1.27 1327. 74 .00 .96 1.48 1. 500 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • I I al -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 17.093 .0300 .0265 .45 .62 2.34 .60 .013 .00 .00 PIPE I 1018.926 1326. 368 .633 1327.000 6.20 8.75 1.19 1328.19 .00 .96 1.48 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 13 .660 .0300 .0238 .32 .63 2.23 .60 .013 .00 .00 PIPE I 1032.585 1326. 777 .656 1327.433 6.20 8.35 1.08 1328. 52 .00 .96 1.49 1. 500 .000 .00 1 .o -1--1--1-I--1--1--1--1--1--1--1--1--1--1- 8.139 .0300 .0209 .17 .66 2.08 .60 .013 .00 .00 PIPE I 1040. 724 1327.021 .680 1327.701 6.20 7.96 .98 1328. 69 .00 .96 1.49 1. 500 .000 .00 1 .o -1--1--1-I--1--1--1--1--1--1--1--1--1--1- 5.499 .0300 .0184 .10 .68 1.94 .60 .013 .00 .00 PIPE I 1046.223 1327.186 .706 1327.892 6.20 7.59 .89 1328.79 .00 .96 1.50 1.500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 3.953 .0300 .0162 .06 .71 1.81 .60 .013 .00 .00 PIPE I 1050.176 1327. 305 .732 1328.037 6.20 7.24 .81 1328.85 .00 .96 1. 50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 2.923 .0300 .0142 .04 .73 1.69 .60 .013 .00 .00 PIPE -'f FILE: al. WSW w s PG w -CIVILDESIGN version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-5-2015 Time: 8:37:32 FRENCH VALLEY 160 Page 2 II II II II 1111 fl II II II II 1111 11 fl ll 11 fl 11 LINE A-1 69872.63 al ************************************************************************************************************************ ** ******** I Invert I Depth I Water I Q I vel Vel I Energy I super !critical !Flow ToplHeight/lBase wt! INo Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-FTlor I.D. I ZL I Prs/Pi p -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem !Ch slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** (******* I I 1053.100 1327.392 .760 1328.152 6.20 6.90 .74 1328.89 .00 .96 1.50 1.500 .000 .00 1 .o -1--1--1--1--1--1- I--1--1--1--1--1--1--1- 2.169 .0300 .0125 .03 .76 1. 57 .60 .013 .00 .00 PIPE I 1055.269 1327 .458 .789 1328.247 6.20 6.58 .67 1328.92 .00 .96 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-1.598 .0300 .0110 .02 .79 1.46 .60 .013 .00 .00 PIPE I 1056.867 1327.505 .820 1328.326 6.20 6.27 .61 1328.94 .00 .96 1.49 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 1.147 .0300 .0097 .01 .82 1. 36 .60 .013 .00 .00 PIPE I 1058.014 1327. 540 .852 1328.392 6.20 5.98 .56 1328. 95 .00 .96 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .761 .0300 .0086 .01 .85 1.26 .60 .013 .00 .00 PIPE I I I I I I Page 3 I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I f I I 1 ' 1 I I al 1058. 776 1327. 563 .887 1328.449 6.20 5.70 .50 1328. 95 .00 .96 1.47 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.433 .0300 .0076 .00 .89 1.17 .60 .013 .00 .00 PIPE I 1059.209 1327. 576 .923 1328.499 6.20 5.44 .46 1328. 96 .00 .96 1.46 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.141 .0300 .0067 .00 .92 1.08 .60 .013 .00 .00 PIPE I 1059.350 1327. 580 .962 1328.542 6.20 5.18 .42 1328.96 .00 .96 1.44 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- -'f Page 4 II II II II 11111111 II II I If 1 I If I ti f I 11 fl 11 b -'t FILE: b.wsw W s PG W -CIVILDESIGN version 14.06 PAGE 1 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 9:17:43 FRENCH VALLEY LINE B 69872.63 **··················*·** .. * ................. *.*·············*·**·····················**·················*·**············ ** ******** I Invert I Depth I water I INo Wth Q I vel Vel I Energy I super ICriticallFlow ToplHeight/lBase Wtl station I Elev I (Ff) I Elev I (CFS) I (FPS) Head I Grd.El. I Elev I Depth I Width IDia.-Frlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" IX-Fall I ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ~-~ I ******* I I 1024.880 1300. 500 3.140 1303.640 106.81 11.74 2.14 1305.78 .00 3.14 2.13 3.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-15.903 .0058 .0099 .16 3.14 1.00 3.50 .013 .00 .00 PIPE I 1040.783 1300.592 3.400 1303.993 106.81 11.19 1.95 1305. 94 .00 3.14 1.16 3.500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 15.009 .0058 .0104 .16 3.40 .69 3.50 .013 .00 .00 PIPE I 1055.793 1300.679 3.500 1304.179 106.81 11.10 1.91 1306.09 .00 3.14 .00 3.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-125.917 .0058 .0110 1. 39 3.50 .00 3.50 .013 .00 .00 PIPE I 1181. 710 1301.410 4.188 1305.599 106.81 11.10 1.91 1307 .51 .00 3.14 .00 3.500 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I I I I I I I f I I I I l f 1 I I f I ' 1 J I ' I b -1--1--1--1--1--1--1--1--1--1--1--1--1-I-25.650 .0058 .0113 .29 .00 .00 3.50 .013 .00 .00 PIPE I 1207.360 1301. 560 4.546 1306.106 106.81 11.10 1.91 1308.02 .00 3.14 .00 3.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-5.360 .0056 .0113 .06 .00 .00 3.50 .013 .00 .00 PIPE I 1212.720 1301. 590 4. 598 1306.188 106. 81 11.10 1.91 1308.10 .00 3.14 .00 3.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-JUNCT STR .1184 .0080 .05 .00 .00 .013 .00 .00 PIPE I 1219. 390 1302. 380 4.979 1307.359 68.91 9.75 1.48 1308.83 .00 2.64 .00 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-51.191 .0438 .0107 .55 .00 .00 1.49 .013 .00 .00 PIPE I 1270. 581 1304.623 3.329 1307.951 68.91 9.75 1.48 1309.43 .00 2.64 .00 3.000 .000 .00 1 .0 -1--1--1--1--1--[--1--1--1--1--1--1--1-I- HYDRAULIC JUMP I I 1270. 581 1304.623 1.999 1306. 621 68.91 13.77 2.95 1309. 57 .02 2.64 2.83 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-4.912 .0438 .0166 .08 2.01 1.83 1.49 .013 .00 .00 PIPE i FILE: b.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 9:17:43 FRENCH VALLEY LINE B Page 2 11 11 11 11 II 11 II 11 11 11 11 11 I I I I I I I If 1 I 1 r I b 69872.63 -------------** ______________ * ______ * _____________ * ______ * ______ * ____________________ ** ___ ** _____________ ** _____________ --!,.-~~ ******** I Invert I Depth I water I Q I Vel Vel I Energy I Super lcriticallFlow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-FTlor I.D. I ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--[--1--1--1- -I L/El em ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm op I "N" IX-Fall I ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** -,!~~ I ******* I I 1275.493 1304.838 2.067 1306.905 68.91 13.27 2.73 1309.64 .01 2.64 2.78 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-5.418 .0438 .0150 .08 2.08 1. 71 1.49 .013 .00 .00 PIPE I 1280.911 1305.075 2.159 1307.234 68.91 12.65 2.49 1309. 72 .01 2.64 2.69 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-4.124 .0438 .0134 .06 2.17 1.57 1.49 .013 .00 .00 PIPE I 1285.034 1305. 256 2.260 1307. 516 68.91 12.06 2.26 1309. 78 .01 2.64 2.59 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-2.984 .0438 .0121 .04 2.27 1.43 1.49 .013 .00 .00 PIPE I 1288.019 1305.386 2.371 1307.757 68.91 11. so 2.05 1309.81 .01 2.64 2.44 3.000 .000 .00 1 .0 -1--1--1--1--[--1--1--1--1--1--1--1--1- I-1.886 .0438 .0109 .02 2.38 1.29 1.49 .013 .00 .00 PIPE I I I I I I Page 3 11 11 11 11 11 11 11 I I 11 11 I I I I 11 11 I If If Ir I fl 1289.905 1305.469 .00 1 .o -1--1- I-.705 .00 PIPE I .0438 1290.610 1305.500 .00 1 .0 -1--I-I- JUNCT STR .1419 .00 PIPE I 1295.050 1306.130 .00 1 .0 -1--1-1- 111. 564 .00 PIPE I .0163 1406.614 1307.951 .00 1 .0 -1--1-1- HYDRAuuc JUMP I 1406.614 1307.951 .00 1 .0 -1--1- 1- 32.930 .0163 .00 PIPE i FILE: b.wsw PAGE 3 Time: 9:17:43 b 2. 496 1307. 965 68.91 10.97 1.87 1309.83 .01 2.64 2.24 3.000 -1--1--1--1--1--1--1--1--1--1- .0100 .01 2.50 1.15 1.49 .013 2.642 1308.142 68.91 10.45 1. 70 1309. 84 .00 2.64 1.94 3.000 -1--1--1--1--1--1--1--1--1--1- .0072 .03 2.65 1.00 .013 3.283 1309.413 45.81 9.33 1.35 1310.77 .00 2.24 .00 2.500 -1--1--1--1--1--1--1--1--1--1- .0125 1.39 .00 .00 1.81 .013 2.900 1310.851 45.81 9.33 1. 35 1312. 20 .00 2.24 .00 2.500 -1--1--1--1--1--1--1--1--1--1- 1. 653 1309. 604 45.81 13. 30 2 . 7 5 1312 . 3 5 .01 2.24 2.37 2.500 -1--1--1--1--1--1--1--1--1--1- .0218 .72 1. 67 1.94 1.81 .013 W s PG W -CIVILDESIGN version 14.06 Program Package serial Number: 3093 .000 -1- .00 .000 -1- .00 .000 -1- .00 .000 -1- .000 -1- .00 WATER SURFACE PROFILE LISTING Date: 8-6-2015 FRENCH VALLEY LINE B 69872.63 ************************************************************************************************************************ ** ******** I Invert Depth I water Q vel Vel Page 4 Energy I super ]criticallFlow ToplHeight/lBase Wtl I I I I I I I I I I I I ' I I I I I I I I I I I I I ' I f I I I I 1 f 1 I I b INo Wth Head I Station I Elev I (FT) I Elev I (CFS) I (FPS) Grd.El. I Elev I Depth I width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I ISE DpthlFroude NINorm Dp I L/Elem lch slope I I I I SF Avel HF "N" IX-Fall I ZR IType ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I *****i":* I I 1439. 544 1308.488 1. 598 1310.086 45.81 13.82 2.97 1313.05 .01 2.24 2.40 2. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 29.103 .0163 .0243 .71 1.61 2.07 1.81 .013 .00 .00 PIPE I 1468.647 1308.963 1. 535 1310.498 45.81 14.50 3.26 1313. 76 .01 2.24 2.43 2.500 .000 .00 1 .o -1--1--1--1--1--]-I--1--1--1--1--1--1--1- 23.900 .0163 .0275 .66 1. 55 2.24 1.81 .013 .00 .00 PIPE I 1492.547 1309. 353 1.474 1310. 828 45.81 15.21 3.59 1314.42 .02 2.24 2.46 2.500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 20.523 .0163 .0310 .64 1.49 2.42 1.81 .013 .00 .00 PIPE I 1513.070 1309.688 1.418 1311.106 45.81 15.95 3.95 1315. 06 .02 2.24 2.48 2.500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 18.122 .0163 .0351 .64 1.44 2.61 1.81 .013 .00 .00 PIPE I 1531.192 1309.984 1.364 1311.348 45.81 16.73 4.34 1315. 69 .02 2.24 2.49 2. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 16.308 .0163 .0398 .65 1.38 2.81 1.81 .013 .00 .00 PIPE Page 5 I I I I I I I I I I I I I I I I I I I • I I I I I I I I ' I I I I I I I ' I b I I I I I I 1547.500 1310.250 1. 313 1311. 563 45.81 17 .54 4.78 1316. 34 .00 2.24 2. 50 2.500 .000 .00 1 .0 -1--]--1--1--1--1--1--1--1--1--1--1--1-I-JUNCT STR .0175 .0430 .17 1. 34 3.02 .013 .00 .00 PIPE I 1551. 500 1310.320 1.301 1311.620 45.81 17.75 4.89 1316. 51 .02 2.24 2.50 2.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- 49.520 .0454 .0428 2.12 1.32 3.08 1.29 .013 .00 .00 PIPE I 1601. 020 1312. 569 1.316 1313 .885 45.81 17.49 4.75 1318.64 .02 2.24 2.50 2.500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 64.484 .0454 .0395 2.55 1.34 3.01 1.29 .013 .00 .00 PIPE I 1665. 504 1315 .498 1.367 1316.865 45.81 16.68 4.32 1321.18 .02 2.24 2.49 2.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-32.111 .0454 .0349 1.12 1. 39 2.80 1.29 .013 .00 .00 PIPE ff FILE: b.wsw W s PG W -CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 9:17:43 FRENCH VALLEY LINE B 69872.63 ************************************************************************************************************************ J-~ .,..,,..,_.,,.J,.J .. J-J- I Invert I Depth I water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I width IDia.-FTlor I.D.] ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem lch slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Falll Page 6 I I I I I I I r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I ******"-: I I 1697.615 1316. 957 1.421 1318. 378 45.81 15.90 3.93 1322. 30 .02 2.24 2.48 2.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-20.536 .0454 .0308 .63 1.44 2.60 1.29 .013 .00 .00 PIPE I 1718.151 1317 .890 1.478 1319.368 45.81 15.16 3.57 1322. 94 .02 2.24 2.46 2. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 14.539 .0454 .0273 .40 1.49 2.41 1.29 .013 .00 .00 PIPE l 1732.690 1318. 550 1. 538 1320.088 45.81 14.46 3.25 1323. 33 .00 2.24 2.43 2.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- JUNCT STR .0475 .0250 .10 1. 54 2.23 .013 .00 .00 PIPE I 1736.690 1318. 740 1. 562 1320. 302 45.81 14.20 3.13 1323 .43 .00 2.24 2.42 2.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-27.283 .0286 .0236 .64 1. 56 2.17 1.48 .013 .00 .00 PIPE I 1763.973 1319. 521 1.601 1321.121 45.81 13.80 2.96 1324.08 .00 2.24 2.40 2.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-28.173 .0286 .0215 .61 1. 60 2.07 1.48 .013 .00 .00 PIPE I 1792.146 1320. 326 1.669 1321.995 45 .81 13.16 2.69 1324. 68 .00 2.24 2.36 2.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- Page 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b 18.047 .0286 .0191 .34 1.67 1.91 1.48 .013 .00 .00 PIPE I 1810.193 1320. 843 1.742 1322.585 45.81 12.54 2.44 1325 .03 .00 2.24 2.30 2.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I- 12.399 .0286 .0170 .21 1. 74 1. 75 1.48 .013 .00 .00 PIPE I 1822.592 1321.197 1.821 1323.018 45.81 11.96 2.22 1325. 24 .00 2.24 2.22 2.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 8.695 .0286 .0153 .13 1.82 1.61 1.48 .013 .00 .00 PIPE I 1831.286 1321.446 1.907 1323.353 45.81 11.40 2.02 1325.37 .00 2.24 2.13 2. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-5.955 .0286 .0137 .08 1.91 1.46 1.48 .013 .00 .00 PIPE ¥-FILE: b.wsw W s PG W -CIVILDESIGN Version 14.06 PAGE 5 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 9:17:43 FRENCH VALLEY LINE B 69872.63 ************************************************************************************************************************ ** ******** I Invert I Depth I Water !No Wth Station I Elev I (FT) I Elev ZL jPrs/Pip -1--1--1--I L/Elem !Ch slope I ZR !Type ch Q (CFS) -1- I Vel vel I I (FPS) Head I -1--1--1- SF Ave I Energy I super !Critical !Flow Top!Height/lBase Wt! Grd. El. I Elev I Depth I width IDia.-FT!or I.D. I -1--1--1--1--1--1- HF !SE Dpth!Froude NINorm Dp I "N" IX-Fall I *********l*********l********]*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** )******* I Page 8 I I I I I I I I 1 I I I I ' I I 1 I I I I I I I I I I I I I I I I I I I 1 I I b 1837.241 1321. 616 2.002 1323.618 45.81 10.87 1.84 1325.45 .00 2.24 2.00 2.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 3.670 .0286 .0125 .05 2.00 1. 32 1.48 .013 .00 .00 PIPE I 1840.911 1321. 721 2.109 1323.831 45.81 10.37 1. 67 1325. 50 .00 2.24 1.82 2.500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1. 359 .0286 .0115 .02 2.11 1.17 1.48 .013 .00 .00 PIPE I 1842.270 1321. 760 2.239 1323.999 45.81 9.88 1. 52 1325. 51 .00 2.24 1. 53 2. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- JUNCT STR .0287 .0104 .05 2.24 1.00 .013 .00 .00 PIPE I 1846.870 1321. 892 2.882 1324. 773 40.41 8.23 1.05 1325. 8~ .00 2.14 .00 2. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 6.250 .0287 .0097 .06 2.88 .00 1. 37 .013 .00 .00 PIPE I 1853.120 1322.071 2.760 1324.831 40.41 8.23 1.05 1325. 88 .00 2.14 .00 2. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- HYDRAULIC JUMP I 1853.120 1322 .071 1. 580 1323.651 40.41 12.36 2.37 1326.02 .00 2.14 2.41 2.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-8.247 .0287 .0178 .15 1. 58 1.87 1.37 .013 .00 .00 PIPE I 1861.368 1322.308 1.616 1323.924 40.41 12.04 2.25 1326.17 .00 2.14 2.39 2.500 .000 .00 1 .0 Page 9 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I ' I I b -1--1--1--1--1--1--1--1--1--1--1--1--1- I- 10.917 .0287 .0163 .18 1.62 1. 79 1. 37 .013 .00 .00 PIPE I 1872.284 1322.621 1.685 1324. 306 40.41 11.48 2.05 1326.35 .00 2.14 2.34 2.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-7.870 .0287 .0145 .11 1.69 1.65 1. 37 .013 .00 .00 PIPE I 1880.155 1322.847 1. 760 1324. 606 40.41 10.95 1.86 1326.47 .00 2.14 2.28 2. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-5.639 .0287 .0129 .07 1. 76 1. 52 1. 37 .013 .00 .00 PIPE .!j1. FILE: b.WSW W SP G W -CIVILDESIGN Version 14.06 PAGE 6 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 9:17:43 FRENCH VALLEY LINE B 69872.63 ************************************************************************************************************************ ** ******** I Invert I Depth I water INo Wth Station I Elev I (FT) I Elev ZL IPrs/Pip -1--1--1--I L/Elem jch slope I ZR !Type ch Q I (CFS) -1- I vel vel I I (FPS) Head I -1--1--1- SF Ave! Energy I super I Critical !Flow Top!Height/lBase Wtl Grd.El. I Elev I Depth I width I Di a. -FT I or I. D. I -1--1--1--1--1--1- HF !SE Dpth!Froude N!Norm Dp I "NII IX-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******(*******I*** ** (******* I I 1885.794 1323.008 .00 1 .0 -1--1-1-3.864 .00 PIPE .0287 1. 840 1324. 848 -1--1- 40.41 10.44 1.69 1326.54 -1--1--1--1- .0116 Page 10 .04 .00 2.14 2.20 2.500 -1--1--1--1- 1.84 1.39 1. 37 .013 .000 -1- .00 I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I ' I I I I I I I b I I I I I I 1889.657 1323 .119 1. 928 1325.047 40.41 9.95 1. 54 1326. 58 .00 2.14 2.10 2.500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 2.318 .0287 .0104 .02 1.93 1.26 1.37 .013 .00 .00 PIPE I 1891. 975 1323 .186 2.025 1325 .211 40.41 9.49 1.40 1326.61 .00 2.14 1.96 2.500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- .815 .0287 .0095 .01 2.03 1.13 1.37 .013 .00 .00 PIPE I 1892.790 1323.209 2.137 1325.346 40.41 9.04 1.27 1326.62 .00 2.14 1. 76 2. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- JUNCT STR .0750 2.14 1.00 .013 .oo .00 PIPE I 1900.140 1323.760 1.259 1325.019 17 .51 8.41 1.10 1326.12 .00 1. 51 1.93 2.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 15.420 .0104 .0118 .18 1.26 1.43 1.30 .013 .00 .00 PIPE I 1915.560 1323. 920 1.239 1325.159 17. 51 8.57 1.14 1326. 30 .09 1. 51 1.94 2.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 5.014 .0099 .0122 .06 1. 33 1.47 1. 32 .013 .00 .00 PIPE I 1920.574 1323.970 1.229 1325.199 17 .51 8.65 1.16 1326.36 .09 1. 51 1.95 2.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 21.166 .0099 .0131 .28 1.32 1.49 1.32 .013 .00 .00 PIPE I I I I I I Page 11 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b 1941. 740 1324.180 1.181 1325.361 17 .51 9.07 1.28 1326. 64 .00 1. 51 1.97 2.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-5.928 .0100 .0142 .08 1.18 1.61 1. 32 .013 .00 .00 PIPE I 1947.668 1324. 239 1.166 1325.405 17. 51 9.21 1.32 1326. 72 .00 1.51 1.97 2.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-15.810 .0100 .0155 .24 1.17 1.65 1. 32 .013 .00 .00 PIPE !?-FILE: b.wsw w s PG w -CIVILDESIGN Version 14.06 PAGE 7 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 9:17:43 FRENCH VALLEY LINE B 69872.63 ************************************************************************************************************************ ** ******** I Invert I !No Wth station I Elev I ZL I Prs/Pip -1--1--1 L/Elem jch slope I ZR !Type ch Depth I Water (FT) I Elev -I- I -1- Q (CFS) vel vel (FPS) Head -1--1--I- I SF Ave! Energy I super lcriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I width IDia.-FT!or I.D. I -1--1--1--1--1--1- HF !SE Dpth!Froude N!Norm Dp I "N" I X-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1963.478 1324. 397 1.121 1325. 518 17. 51 9.66 1.45 1326. 97 .00 1. 51 1.99 2.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-13. 560 .0100 .0175 .24 1.12 1. 78 1.32 .013 .00 .00 PIPE I 1977.038 1324. 532 1.079 1325.610 17. 51 10.13 1. 59 1327 .20 .00 1. 51 1.99 2.000 .000 .00 1 .0 -1--1--1--]--1--1--1--1--1--1--1--1--1-I- Page 12 I • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I b 12.032 .0100 .0199 .24 1.08 1.92 1.32 .013 .00 .00 PIPE I 1989.070 1324.651 1.038 1325.690 17 .51 10.63 1. 75 1327 .44 .00 1. 51 2.00 2.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-]- 10.900 .0100 .0225 .25 1.04 2.06 1.32 .013 .00 .00 PIPE I 1999.970 1324. 760 1.000 1325.760 17 .51 11.15 1.93 1327.69 .00 1. 51 2.00 2.000 .000 .00 1 .0 -1--]--1--1--1--1--1--]--1--1--1--1--1-I- 'f Page 13 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b2 ff FILE: b2.WSW W s PG W -CIVILDESIGN version 14.06 PAGE 1 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 9:47: 8 FRENCH VALLEY 160 LINE B-2 69872.63 ----*--*·*------------------------------------------------------------** ________ * ________ * _______ * _______________ ** ____ _ ** ******** I Invert I Depth I Water I Q I vel Vel I Energy I super ICriticallFlow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width IDia.-FTlor I.D. I ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem !Ch Slope I I I I SF Ave I HF !SE DpthlFroude N!Norm Dp I "N" IX-Fall I ZR IType ch *******~*l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1000.000 1306.410 1.064 1307.474 24.90 18. 58 5.36 1312. 83 .00 1.49 1.36 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-14.407 .0649 .0794 1.14 1.06 3.30 1.14 .013 .00 .00 PIPE I 1014.407 1307. 345 1.044 1308. 389 24.90 18.97 5.59 1313 .98 .00 1.49 1. 38 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 23.943 .0649 .0864 2.07 1.04 3.43 1.14 .013 .00 .00 PIPE I 1038.350 1308.900 1.000 1309.900 24.90 19.90 6.15 1316.05 .00 1.49 1.41 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-q. Page 1 11 11 II 11 II II I I 11 II II II 1111 II II II II II II i FILE: b3.WSW PAGE l Time:10: 2:58 b3 w s PG W -CIVILDESIGN Version 14.06 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 FRENCH VALLEY 160 LINE B-3 69872.63 ************************************************************************************************************************ ~.,\,. J..J .. J,.J,..J.,.J..J..~ -"' .... ""l'O"""" ........ I Invert l Depth I water I !No Wth Q I vel vel I Energy I super !critical !Flow ToplHeight/lBase wt! Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El. I Elev I Depth I width I Dia. -FTI or I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem !Ch slope I I I I SF Ave I HF !SE Dpth!Froude NINorm op I "N" I X-Falll ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1000.000 1322.290 .525 1322.815 5.30 9.63 1.44 1324.25 .00 .89 1.43 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-3.509 .0450 .0363 .13 .52 2.73 .50 .013 .oo .00 PIPE I 1003.509 1322.448 .529 1322 .977 5.30 9. 51 1.40 1324.38 .00 .89 1.43 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-9.437 .0450 .0335 .32 .53 2.69 .so .013 .00 .00 PIPE I 1012.946 1322. 873 .548 1323 .421 5.30 9.07 1.28 1324. 70 .00 .89 1.44 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-6.162 .0450 .0294 .18 .55 2. 51 .50 .013 .00 .00 PIPE I 1019.108 1323.151 .568 1323. 718 5.30 8.64 1.16 1324.88 .00 .89 1.46 1. 500 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I 1 I I b3 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 4.412 .0450 .0258 .11 .57 2.35 .so .013 .00 .00 PIPE I 1023.520 1323. 349 .588 1323.937 5.30 8.24 1.05 1324.99 .00 .89 1.46 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 3.323 .0450 .0226 .08 .59 2.19 .so .013 .00 .00 PIPE I 1026.843 1323.499 .610 1324.109 5.30 7.86 .96 1325 .07 .00 .89 1.47 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--]--1--1--1- 2.577 .0450 .0198 .OS .61 2.05 .so .013 .00 .00 PIPE I 1029.420 1323.615 .632 1324.247 5.30 7.49 .87 1325 .12 .00 .89 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 2.031 .0450 .0174 .04 .63 1.91 .so .013 .00 .00 PIPE I 1031.451 1323.706 .655 1324. 361 5.30 7.14 .79 1325.15 .00 .89 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1. 607 .0450 .0153 .02 .66 1. 78 .so .013 .00 .00 PIPE I 1033.058 1323. 779 .680 1324.458 5.30 6.81 • 72 1325 .18 .00 .89 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.270 .0450 .0135 .02 .68 1.66 .so .013 .00 .00 PIPE i FILE: b3.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10: 2:58 FRENCH VALLEY 160 Page 2 II II II II II fl II II II II II 1111 fl fl II II 11 11 LINE B-3 69872. 63 b3 ************************************************************************************************************************ ~* .... _..,...,.,.J.,.J.,.J..J...t.. I Invert I Depth I water I Q I Vel vel I Energy I super !Critical !Flow ToplHeight/lBase Wt! !No Wth station I Elev I (FT) I Elev l (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width !Dia.-FT!or I.D. I ZL !Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem lch slope I I I I SF Ave! HF !SE Dpth!Froude NINorm Dp I "N" IX-Fall I ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ~~ I******* I I 1034.328 1323.836 .705 1324. 541 5.30 6.49 .65 1325. 20 .00 .89 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- .993 .0450 .0118 .01 .70 1. 55 .50 .013 .00 .00 PIPE I 1035. 321 1323.880 .732 1324.612 5.30 6.19 .60 1325. 21 .00 .89 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.761 .0450 .0104 .01 .73 1.44 .50 .013 .00 .00 PIPE I 1036.082 1323.915 .759 1324.674 5.30 5.90 .54 1325 .22 .00 .89 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- .555 .0450 .0092 .01 .76 1. 34 .50 .013 .00 .00 PIPE I 1036.637 1323. 940 .789 1324. 728 5.30 5.63 .49 1325. 22 .00 .89 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .380 .0450 .0081 .00 .79 1.25 . 50 .013 .00 .00 PIPE I I I I I I Page 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b3 1037.017 1323.957 .819 1324.776 5.30 5.37 .45 1325 .22 .00 .89 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.221 .0450 .0071 .00 .82 1.16 .50 .013 .00 .00 PIPE I 1037.238 1323. 967 .852 1324.818 5.30 5.12 .41 1325. 23 .00 .89 1.49 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .072 .0450 .0063 .00 .85 1.08 .50 .013 .00 .00 PIPE I 1037. 310 1323.970 .887 1324.857 5.30 4.87 .37 1325.23 .00 .89 1.47 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- ~ Page 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I I I 1 b4 ~ FILE: b4.WSW w s PG W -CIVILDESIGN Version 14.06 PAGE 1 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:10:25 FRENCH VALLEY 160 LINE B-4 69872.63 ***********************************************************************************************+½++½~++~++++++++~++~~~++ J .... , .. J-.. ~ .... ..-. .. \.oJ...1-J- I Invert I Depth I water I Q I vel vel I Energy I super !Critical !Flow ToplHeight/lBase Wtl INo Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width I Dia. -FTI or I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem lch slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" IX-Fall I ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1000.000 1324.430 .530 1324.960 23.30 41. 70 27.00 1351. 96 .00 1.48 1.43 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.575 .0100 .6922 .40 .53 11.77 1. 50 .013 .00 .00 PIPE I 1000.575 1324. 436 .527 1324.963 23.30 42.00 27.39 1352. 35 .00 1.48 1.43 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 3.686 .0100 .7482 2.76 .53 11.89 1. 50 .013 .00 .00 PIPE I 1004.261 1324.473 .509 1324.982 23.30 44.05 30.13 1355 .11 .00 1.48 1.42 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-3.550 .0100 .8539 3.03 .51 12.72 1.50 .013 .00 .00 PIPE I 1007.810 1324. 508 .492 1325.000 23.30 46.20 33.14 1358 .14 .00 1.48 1.41 1.500 .000 .00 1 .0 Page 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I 1 I I I I ' I ' I f 1 b4 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- 3.418 .0100 .9748 3.33 .49 13.61 1.50 .013 .00 .00 PIPE I 1011.228 1324. 542 .475 1325.018 23.30 48.45 36.46 1361.47 .00 1.48 1.40 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 3.290 .0100 1.1131 3.66 .48 14.55 1. 50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS; EQUATION, AVERAGE FRICTION SLOPE= 1.11306 I I I I I I I I I I I I 1014. 519 1324. 575 .459 1325.034 23.30 50.82 40.10 1365 .14 .00 1.48 1.38 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-3.167 .0100 1. 2712 4.03 .46 15.55 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1. 27123 I I I I I I I I I I I I 1017.686 1324.607 .444 1325.051 23.30 53.30 44.11 1369.16 .00 1.48 1. 37 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-3.048 .0100 1.4522 4.43 .44 16.62 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1.45224 I I I I I I I I I I I I 1020.734 1324.637 .429 1325.066 23.30 55.90 48.52 1373. 59 .00 1.48 1. 36 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 2.933 .0100 1.6593 4.87 .43 17.76 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1. 65933 I I I I I I I I I I I I 1023.667 1324.667 .414 1325.081 23.30 58.63 53.38 1378 .46 .00 1.48 1.34 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 2.822 .0100 1.8962 5.35 .41 18.98 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1.89621 -'f-FILE: b4.WSW W s PG W -CIVILDESIGN version 14.06 Page 2 II II II II II fl 11 II II II II fl II fl II 11 11 11 fl PAGE 2 b4 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:10:25 FRENCH VALLEY 160 LINE B-4 69872. 63 ~~~~**********************************************************************************************************~~~~~~~~~~ .,,_,.,,_, .'1.-J .. 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I -1--1--1--1--1--1- HF ISE DpthlFroude NINorm Dp I "N" I X-Falll *********l*********l********l*********l*********l*******l*******f*********l*******l********l********l*******l*******I*** ** I******* I I 1026.490 1324. 695 .400 1325.095 23.30 61.49 58.71 1383 .81 .00 1.48 1. 33 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.715 .0100 2.1675 5.89 .40 20.28 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 2.16747 I I I I I I I I I I I I 1029.205 1324. 722 .387 1325.109 23.30 64.49 64.58 1389. 69 .00 1.48 1.31 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--]--1--1--1--1--1- I-2.612 .0100 2.4780 6.47 .39 21.66 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 2.47798 I I I I I I I I I I I I 1031.817 1324. 748 .374 1325.122 23.30 67.64 71.04 1396.16 .00 1.48 1. 30 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2. 512 .0100 2.8334 7.12 .37 23.14 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 2.83337 I I I I I I I I I I I Page 3 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I r 1 ' I I 1 I 1 I I b4 1034.328 1324. 773 .362 1325.135 23.30 70.94 78.15 1403.28 .00 1.48 1.28 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 2.416 .0100 3.2402 7.83 .36 24.71 1. 50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 3.24020 I I I I I I I I I I I I 1036.744 1324. 797 .350 1325.147 23.30 74.40 85.96 1411.11 .00 1.48 1.27 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.323 .0100 3.7057 8.61 .35 26.39 1. 50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 3.70574 I I I I I I I I I I I I 1039.067 1324.821 .338 1325.159 23.30 78.04 94.56 1419.72 .00 1.48 1.25 1. 500 .000 .00 1 .o -1--1--1--1--1--1- I- -1--1--1--1--1--1--]- 2.233 .0100 4.2392 9.47 .34 28.18 1. 50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 4.23920 I I I I I I I I I I I I 1041.300 1324.843 .327 1325.170 23.30 81.84 104.01 1429.18 1. 50 1.48 1.24 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.444 .0100 4. 5869 2.04 1. 50 30.09 1. 50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 4. 58692 I I I I I I I I I I I I 1041. 744 1324.847 .325 1325.172 23.30 82.65 106.06 1431.23 1. 50 1.48 1.24 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 2.130 .0100 4.9853 10.62 1. 50 30.49 1. 50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 4.98531 I I I I I I I I I I I I 1043.874 1324.869 .314 1325 .183 23.30 86.68 116.67 1441. 85 1.50 1.48 1.22 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- 2.047 .0100 5.7050 11.68 1.50 32.55 1.50 .013 .00 Page 4 II II II II 1111 II II 11 11 II 11 fl 11 11 11 11 11 fl b4 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 5.70497 i FILE: b4.WSW W s PG W -CIVILDESIGN version 14.06 PAGE 3 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:10:25 FRENCH VALLEY 160 LINE B-4 69872.63 ~~~~****************************************************************************************************~~~~~~~~~~~~~~~~ ~!.-~!--******** I Invert I Depth I Water INo Wth station I Elev I (FT) I Elev ZL I Prs/Pip -1--1--1--I L/Elem lch slope I ZR !Type ch Q I (CFS) -1- I vel vel I I (FPS) Head I -1--1--1- SF Ave I Energy I super I critical !Flow Topi Height/I Base Wtl Grd.El. I Elev I Depth I width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF ISE DpthlFroude NINorm Dp I "Nrr IX-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1045.920 1324.889 .304 1325.193 23.30 90.91 128.33 1453.53 1.50 1.48 1.21 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I- 1.967 .0100 6.5283 12.84 1.50 34.75 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 6.52834 I I I I I I I I I I I I 1047.888 1324.909 .294 1325.203 23.30 95.35 141.17 1466.37 1.50 1.48 1.19 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.891 .0100 7.4714 14.13 1.50 37.09 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 7.47144 I I I I I I I I I I I I 1049.778 1324.928 .284 1325.212 23.30 100.00 155.28 1480. 50 1.50 1.48 1.18 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-1.817 .0100 8.5519 15.54 1. 50 39.59 1.50 .013 .00 .00 PIPE Page 5 I I I I I I I I I I I I I • I I I I I I I I I 1 r 1 I 1 f 1 I 1 r 1 I 1 r I b4 WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 8.55189 I I I I I I I I I I I I 1051. 595 1324.946 .275 1325 .221 23.30 104.88 170.81 1496.03 1.50 1.48 1.16 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.746 .0100 9.7890 17.09 1.50 42.25 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 9.78897 I I I I I I I I I I I I 1053.341 1324.963 .266 1325.229 23.30 110.00 187.89 1513 .12 1.50 1.48 1.15 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.677 .0100 11.2073 18.80 1.50 45.09 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 11. 20735 I I I I I I I I I I I I 1055.018 1324.980 .257 1325.237 23.30 115.37 206.68 1531. 92 1.50 1.48 1.13 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1·--1--1--1--1--1-I-1.611 .0100 12.8322 20.68 1.50 48.12 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 12.83219 I I I I I I I I I I I I 1056.629 1324.996 .249 1325.245 23.30 121.00 227.35 1552.60 1.50 1.48 1.12 l. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 1. 548 .0100 14.6925 22.74 1.50 51. 34 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 14.69246 I I I I I l I I I I I I 1058.177 1325. 012 .241 1325.253 23.30 126.91 250.09 1575.34 1.50 1.48 1.10 l. 500 .000 .00 1 .0 -1--1--l--1--1--1--1--1--1--1--1--1--1-I- 1.487 .0100 16.8249 25.02 1.50 54.78 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 16.82486 I I I I I I I I I I I I 1059.664 1325. 026 .233 1325.260 23.30 133 .10 275.10 1600.35 1. 50 1.48 1.09 1. 500 .000 .00 1 .0 Page 6 11 11 11 II II 11 I I 11 I I I If 1 I J 11 I If 1 f I I 1 f 1 II -1--1--1--1--1-b4 -1--1--1--1--1--1-1- 1.428 .0100 .00 PIPE WARNING: POSSIBLE ¥-FILE: b4.WSW PAGE 4 19.2702 27.52 1.50 58.45 1. so ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= w s PG w -CIVILDESIGN Version 14.06 Program Package serial Number: 3093 -1- .013 19.27022 -1- .00 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:10:25 FRENCH VALLEY 160 LINE B-4 69872.63 *****************************************************************************************************************~~~~~~~ ** ******** I Invert l Depth I Water I Q JNo Wth Station I Elev I (FT) I Elev I (CFS) ZL JPrs/Pip -1--1--1--1--1--1 L/Elem Jch slope I I I I ZR !Type ch Vel vel I (FPS) Head I -1--1- SF Ave! Energy I super JcriticalJFlow TopJHeight/JBase Wti Grd. El. J Elev I Depth I width Joia.-FT!or I.D. I -1--1--1--1--1--1- HF JSE DpthJFroude NJNorm Dp I "N" I X-Fall I *********1*********1********1*********1*********1*******1*******1*********1*******1********1********1*******1*******1*** ** I******* I I 1061.092 1325 .041 .226 1325.266 23.30 139.60 302.60 1627.87 1.50 1.48 1.07 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 1.371 .0100 22.0720 30.27 1. 50 62.36 1.50 .013 .00 .oo PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 22.07198 I I I I I I I I I I I I 1062.463 1325 .054 .218 1325.273 23.30 146.41 332.87 1658.14 1. 50 1.48 1.06 1.500 .000 .00 1 .o -1--1--1--1--1--1-I- -]--1--1--1--1--1--1- 1.317 .0100 25.2835 33.29 1.50 66.53 1. so .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 25.28352 I l I I I l I I I I I I 1063.780 1325.068 .211 1325.279 23.30 153.56 366.15 1691.43 1. 50 1.48 1.04 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- Page 7 I I I I I I I I I I I I I I I I I I I 1 I I r I f 1 ' I r 1 I I I 1 f 1 I I b4 I-1.265 .0100 28.9599 36.62 1.50 70.97 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 28.95986 I I I I I I I I I I I I 1065.045 1325.080 .204 1325.285 23.30 161.05 402.77 1728.05 1.50 1.48 1.03 1. 500 .000 .00 1 .o -1--1--1--1--1--1--[--1--1--1--1--1--1-I-1.214 .0100 33.1765 40.28 1.50 75.70 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 33.17647 I I I I l I I I I I I I 1066.259 1325. 092 .198 1325.290 23.30 168.91 443.04 1768.33 1.50 1.48 1.02 1. 500 .000 .00 1 .0 -1--l--1--1--1--1--1--1--1--1--1--1--1-I-1.166 .0100 38.0116 44.31 1.50 80.76 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 38.01157 I I I I I I I I I I I I 1067.425 1325.104 .192 1325.295 23.30 177.16 487.35 1812.64 1. 50 1.48 1.00 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--l--1--1--1--1-I- 1.119 .0100 43.5445 48.74 1.50 86.14 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 43.54447 I I I I I I I I I I I I 1068.544 1325 .115 .185 1325.300 23.30 185.81 536.08 1861.38 1.50 1.48 .99 1. 500 .000 .00 1 .o -1--1--1--1--1--]--1--1--1--1--1--1--1-I-1.075 .0100 49.8942 53.62 1.50 91.87 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 49.89421 I I I I I I I I I I I I 1069.618 1325 .126 .179 1325. 305 23.30 194.87 589.69 1915.00 1.50 1.48 .97 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 1.031 .0100 57.1714 58.97 1.50 97.99 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 57.17141 I I I I I I I I I I I Page 8 11 11 ii II 1111 II II II II 11 II fl II fl II 11 11 II I 1070.650 1325.136 .00 1 .o -1--1-I- .990 .0100 .00 PIPE .174 1325.310 -1--1- b4 23.30 204.39 648.66 1973.97 1.50 1.48 .96 1.500 .000 -1--1--1--1--1--1--1--1--1- 65. 5177 64.87 1. 50 104. 51 1.50 .013 .00 WARNING: POSSIBLE -!? FILE: b4.wsw ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= W s PG W -CIVILDESIGN version 14.06 65. 51771 PAGE 5 Time:10:10:25 Program Package serial Number: 3093 FRENCH VALLEY 160 LINE B-4 69872.63 WATER SURFACE PROFILE LISTING Date: 8-6-2015 &~~~~~~~~~~~~~½~~~~~½~~~~~~~***~~~************************************************************************************** ** ******** I Invert INo Wth station I Elev I ZL I Prs/Pi p -1--1--1 L/Elem lch slope I ZR !Type Ch Depth I (FT) I -1- Water I Q Elev I (CFS) -1- I vel vel I (FPS) Head I -1--1--1- SF Ave I Energy I super !Critical I Flow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF !SE Dpth]Froude NINorm Dp I "N" I X-Falll ---------1---------1--------1-*·------1----*·---1-------1-~-----1---------1-------1---**---1--------1-------1----*--1··· ** I******* I I 1071.640 1325.146 .00 1 .0 .168 1325.314 23.30 214.36 713.53 2038.84 1.50 1.48 .95 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.950 .0100 75.0884 71.36 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1.50 111.47 1.50 AVERAGE FRICTION SLOPE= I I I .013 75.08843 I .00 1072.590 1325.156 .00 1 .0 .163 1325.318 23.30 224.82 784.88 2110.20 1.50 1.48 .93 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.912 .0100 86.0525 78.49 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I Page 9 1.50 118.87 1.50 AVERAGE FRICTION SLOPE= I I I .013 86.05254 I .00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I b4 1073.502 1325 .165 .158 1325. 322 23.30 235.80 863.37 2188.69 1.50 1.48 .92 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.876 .0100 98.6101 86.34 1.50 126.77 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 98.61008 I I I I I I I I I I I I 1074.378 1325 .173 .152 1325. 326 23.30 247. 31 949.70 2275.03 1.50 1.48 .91 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.840 .0100 ******* 94.98 1.50 135 .18 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 113.02560 I I I I I I I I I I I I 1075.218 1325.182 .148 1325.329 23.30 259.38 ****** 2370.00 1.50 1.48 .89 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- .806 .0100 ******* 104.47 1.50 144.17 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 129.57310 I I I I I I I I I I I I 1076.025 1325 .190 .143 1325.333 23.30 272.04 ****** 2474.47 1.50 1.48 .88 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .774 .0100 ******* 114.92 1.50 153.73 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 148.51040 I I I I I I I I I I I I 1076.798 1325 .198 .138 1325.336 23.30 285.32 ****** 2589.39 1.50 1.48 .87 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.743 .0100 ******* 126.40 1.50 163.92 1. so .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 170.22440 I I I I I I I I I I I I 1077. 541 1325. 205 .134 1325.339 23.30 299.24 ****** 2715.80 1.50 1.48 .86 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- .713 .0100 ******* 139.05 1.50 174.79 1.50 .013 .00 Page 10 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I f I I I I I I I b4 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 195.12020 I I I I I I I I I I I I 1078.254 1325.212 .00 1 .0 -1--1- I- .684 .0100 .00 PIPE .130 1325.342 -1--1- 23.30 313.85 ****** 2854.85 1.50 1.48 .84 1.500 .000 -1--1--1--1--1--1--1--1--1- ******* 152.96 1. 50 186. 36 1. 50 .013 .00 WARNING: POSSIBLE -'i'-FILE: b4.WSW ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 223.68070 W s PG w -CIVILDESIGN version 14.06 PAGE 6 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:10:25 FRENCH VALLEY 160 LINE B-4 69872.63 **** ___________ ** ____________ * ________________________ *_* _________ *_* _________________ * _______ * ________ * _______________ * .. ._ ... _ ............... J •• • • ..1 .. -,..J.,. I Invert jNo Wth Station I Elev ZL I Prs/Pip -1--1--1 L/Elem lch slope I ZR !Type Ch Depth I (FT) I -1- water I Q Elev I (CFS) -1- I I Vel Vel I (FPS) Head -1--1--1- I SF Avel Energy I Super ICriticallFlow ToplHeight/lBase Wtl Grd.El.l Elev I Depth I Width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF ISE DpthlFroude NI Norm Dp I "N" IX-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1078.938 1325.219 .00 1 .0 -1--1-I- .126 1325.344 23.30 329.17 ****** 3007.80 1.50 1.48 .83 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .656 .0100 ******* 168.26 1. 50 198. 72 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 256.44500 I I I I I I I I I I I I 1079.594 1325.226 .00 1 .0 -1--1-I- .630 . 00 PIPE .0100 .122 1325.347 23.30 345.23 ****** 3176.05 1.50 1.48 .82 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- ******* 185.06 1. 50 211.88 1. 50 .013 .00 Page 11 I I I I I I I I I I I I I I I I I I I I I I I I b4 WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1080.223 1325.232 .118 1325.349 23.30 362.08 ****** 3361.13 .00 1 .o -1--1--1--1--1--1--1--1-I-.604 .0100 ******* 203.57 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1080.827 1325.238 .114 1325.352 23.30 379.76 ****** 3564.71 .00 1 .0 -1--1--1--1--1--1--1--1-I-.579 .0100 ******* 223.91 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1081.406 1325. 244 .110 1325.354 23.30 398.29 ****** 3788.64 .00 1 .o -1--1--1--1--1--1--1--1-I-.556 .0100 ******* 246.31 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1081.962 1325 .249 .107 1325.356 23.30 417.73 ****** 4034.97 .00 1 .0 -1--1--1--1--1--1--1--1-I- .533 .0100 ******* 270.94 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1082.495 1325.255 .103 1325.358 23.30 438.12 ****** 4305.94 .00 1 .o -1--1--1--1--1--1--1--1-I-. 512 .0100 ******* 298.05 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1083.007 1325.260 .00 1 .0 .100 1325.360 23.30 459.50 ****** 4604.00 Page 12 I I I I I I I I I I I I I I AVERAGE FRICTION SLOPE= 293.96690 I I I I 1. so 1.48 .81 1. 500 .000 -1--1--1--1--1- 1. so 225.89 1. so .013 .00 AVERAGE FRICTION SLOPE= 337.04160 I I I I 1.50 1.48 .79 1. 500 .000 -1--1--1--1--1- 1. so 240.85 1.50 .013 .00 AVERAGE FRICTION SLOPE= 386.49590 I I I I 1.50 1.48 .78 1. 500 .000 -1--1--1--1--1- 1. so 256.80 1.50 .013 .00 AVERAGE FRICTION SLOPE= 443.17330 I I I I 1. so 1.48 .77 1. 500 .000 -1--1--1--1--1- 1.50 273.79 1.50 .013 .00 AVERAGE FRICTION SLOPE= 508.13090 I I I I 1. 50 1.48 .76 1. 500 .000 -1--1--1--1--1- 1. so 291.88 1.50 .013 .00 AVERAGE FRICTION SLOPE= 582.58260 I I I I 1. so 1.48 .75 1. 500 .000 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b4 -1--1--1--1--1--1--1--1- I- .491 .0100 ******* 327.85 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I 1083.498 1325.265 .00 1 .0 I -1--1-I- .471 .0100 .00 PIPE I .097 -1- I 1325. 361 -1- I 23. 30 481. 93 -1--1- .J..J..J.J..J.J-........................ I -1- ******* I 4931.86 -1- 360.68 WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, i FILE: b4.WSW W SP G W -CIVILDESIGN Version PAGE 7 Program Package Serial Number: 3093 -1--1--1--1--1- 1.50 311.16 1.50 .013 .00 AVERAGE FRICTION SLOPE= 667.92430 I I I I 1. 50 1.48 .74 1. 500 .000 -1--1--1--1--1- 1.50 331. 70 1.50 .013 .00 AVERAGE FRICTION SLOPE= 766.05720 14.06 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:10:25 FRENCH VALLEY 160 LINE B-4 69872. 63 ************************************************************************************************************************ ** ******** I Invert !No Wth station I Elev ZL I Prs/Pip -1--[ Depth I Water I (FT) I Elev -1--1--1- L/Elem !Ch slope I ZR !Type Ch Q (CFS) Vel Vel (FPS) Head -1--1--1- SF Ave! Energy I super lcriticallFlow ToplHeight/lBase Wt! Grd.El. I Elev I Depth l width [Dia.-FTlor I.D. I -1--1--1--1--1--1- HF !SE DpthlFroude NINorm Dp I "N" I X-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1083.969 1325 .269 .094 1325.363 23.30 505.45 ****** 5292.52 1.50 1.48 .73 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .452 .0100 ******* 396. 72 1.50 353.68 1.50 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 878.58590 I I I I I I I I I I I I 1084.420 1325. 274 .091 1325.365 23.30 530.13 ****** 5689.23 1.50 1.48 .72 1. 500 .000 .00 1 .0 -1--1--1--1--1--]--1--1--1--1--1--1--1- Page 13 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b4 I-.433 .0100 ******* 436.41 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1084.854 1325.278 .00 1 .0 -1--1- I- .088 1325.366 -1--1- 23.30 556.00 ****** 6125.62 -1--1--1- .416 .0100 ******* 479.96 .00 PIPE -1- WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1085.269 1325.282 .00 1 .o -1--1-I- . 085 1325. 367 -1--1- 23.30 583.14 ****** 6605.65 -1--1--1- .399 .0100 ******* 528.07 .00 PIPE -1- WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1085.668 1325.286 .00 1 .o -1--1-I- .083 1325.369 -1--1- 23.30 611.60 ****** 7133.68 -1--1--1- .382 .0100 ******* 580.91 .00 PIPE . -1- WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I 1086.050 1325.290 .00 1 .0 -1--1- I- 'f- .080 1325.370 -1--1- 23.30 641.45 ****** 7714.51 -1--1--1--1- Page 14 1.50 377.02 1.50 .013 AVERAGE FRICTION SLOPE= I I I 1.50 1.48 .71 1. 500 -1--1--1--1- 1.50 401. 90 1.50 .013 AVERAGE FRICTION SLOPE=********* I I I 1.50 1.48 .69 1. 500 -1--1--1--1- 1.50 428.41 1.50 .013 AVERAGE FRICTION SLOPE -.,_J_.,_.,_.,_.,_.,_.,_* I I I 1.50 1.48 .68 1.500 -1--1--1--1- 1. 50 456.69 1.50 .013 AVERAGE FRICTION SLOPE -... J.J.J.J.J.J .... .,_ I I I I 1. 50 1.48 .67 1. 500 -1--1--1--1- .00 .000 -1- .00 .000 -1- .00 .000 -1- .oo .000 -1- I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I -\'-FILE: b5.WSW PAGE l b5 W s PG W -CIVILDESIGN Version 14.06 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:16:43 FRENCH VALLEY 160 LINE B-5 69872.63 ~~~~~*++~~~~~~~+~++~~~~~*********~****½********************************************************************************* ** ******** I Invert I Depth I Water !No Wth Station I Elev I (FT) I Elev ZL I Prs/Pip -1--1--1--1 L/Elem ICh Slope I I ZR !Type Ch -1- I Q I vel (CFS) I (FPS) -1--1- I Vel I Energy I Super I critical I Flow ToplHeight/lBase Wtl Head I Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1--1--1--1--1--1--1- SF Ave! HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I .000 1324.430 .00 1 .o -1--1- I-3.047 .0202 .00 PIPE I I I 3.047 1324.492 .00 1 .0 -1--1-I-4.639 .0202 .00 PIPE I I I 7.686 1324. 586 .00 1 .0 -1--1-I-3.052 .0202 .00 PIPE I 10.738 1324.647 .00 1 .0 .831 1325.261 7.30 -1--1--1- I I .847 1325.339 7. 30 -1--1--1- I I .881 1325.466 7.30 -1--1--1- .916 1325.564 7.30 7.26 -1- 7.10 -1- 6.77 -1- .82 1326.08 .00 1.05 1.49 1.500 .000 -1--1--1--1--1--1--1- .0133 .04 .83 1. 56 .74 .013 .00 .78 1326.12 .00 1.05 1.49 1.500 .000 -1--1--1--1--1--1--1- .0122 .06 .85 1. 50 .74 .013 .00 .71 1326.18 .00 1.05 1.48 1.500 .000 -1--1--1--1--1--1--1- .0108 .03 .88 1.40 .74 .013 .00 6.45 .65 1326.21 Page 1 .00 1.05 1.46 1. 500 .000 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b5 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.944 .0202 .0096 .02 .92 1.29 .74 .013 .00 .00 PIPE I 12.682 1324.687 .954 1325.641 7.30 6.15 .59 1326.23 .00 1.05 1.44 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.098 .0202 .0085 .01 .95 1.20 .74 .013 .00 .00 PIPE I 13. 780 1324.709 .995 1325.704 7.30 5.87 .53 1326.24 .00 1.05 1.42 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 5.206 .0073 .0082 .04 .99 1.10 1.03 .013 .00 .00 PIPE I 18.986 1324.747 .978 1325.725 7.30 5.98 . 56 1326.28 .00 1.05 1.43 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 10.297 .0073 .0089 .09 .98 1.14 1.03 .013 .00 .00 PIPE I 29.282 1324. 823 .938 1325.761 7.30 6.28 .61 1326. 37 .00 1.05 1.45 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 8.906 .0073 .0100 .09 .94 1.24 1.03 .013 .00 .00 PIPE I 38.188 1324.888 .901 1325.789 7.30 6.58 .67 1326.46 .00 1.05 1.47 1.500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 8.036 .0073 .0114 .09 .90 1. 34 1.03 .013 .00 .00 PIPE .!y. FILE: b5.WSW W SP G W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:16:43 FRENCH VALLEY 160 Page 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 LINE B-5 69872 .63 bS ************************************************************************************************************************ ** ******** I Invert I Depth I Water I Q I Vel Vel I Energy I Super lcriticallFlow Top!Height/!Base Wt! !No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem !Ch Slope I ZR !Type ch I I I SF Avel HF !SE DpthlFroude NINorm Dp I "N" I X-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 46.224 1324.947 .866 1325.813 7 .30 6.90 .74 1326.55 .00 1.05 1.48 1.500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 7.428 .0073 .0128 .10 .87 1.44 1.03 .013 .00 .00 PIPE I 53.651 1325. 001 .833 1325.834 7 .30 7.24 .81 1326. 65 .00 1.05 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I- -1--1--1--1--1--1--1- 6.935 .0073 .0145 .10 .83 1. 55 1.03 .013 .00 .00 PIPE I 60.587 1325. 052 .802 1325.854 7.30 7.60 .90 1326. 75 .00 1.05 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 6.523 .0073 .0165 .11 .80 1.67 1.03 .013 .00 .00 PIPE I 67.110 1325 .100 .772 1325. 872 7.30 7.97 .99 1326.86 .00 1.05 1. so 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 3.998 .0100 .0181 .07 .77 1.80 .92 .013 .00 .oo PIPE I I I I I I Page 3 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I i I I I ' I I I I I bS 71.108 1325.140 .758 1325.898 7.30 8.15 1.03 1326. 93 .00 1.05 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-7.635 .0100 .0199 .15 .76 1.86 .92 .013 .00 .00 PIPE I 78.743 1325 .217 .730 1325.947 7. 30 8.55 1.13 1327. 08 .00 1.05 1.50 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--[--[--1-I-6.915 .0100 .0226 .16 .73 2.00 .92 .013 .00 .00 PIPE I 85.658 1325.286 .704 1325.990 7. 30 8.97 1.25 1327 .24 .00 1.05 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-6.344 .0100 .0257 .16 .70 2.14 .92 .013 .00 .00 PIPE I 92.002 1325.349 .678 1326.028 7.30 9.40 1.37 1327 .40 .00 1.05 1.49 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-5.889 .0100 .0292 .17 . 68 2.30 .92 .013 .00 .00 PIPE I 97.891 1325 .409 .654 1326.063 7.30 9.86 1. 51 1327. 57 .00 1.05 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 5.500 .0100 .0333 .18 .65 2.46 .92 .013 .00 .00 PIPE -'?-FILE: b5.WSW W s PG W -CIVILDESIGN version 14.06 PAGE 3 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:16:43 FRENCH VALLEY 160 LINE B-5 69872.63 ************************************************************************************************************************ J,.J_ ""-.h~..l.,A.~J-J- I Invert I Depth I Water I Q I vel Vel I Energy I super !Critical [Flow Topi Height/I Base Wt! 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WSW PAGE 4 Time:10:16:43 b5 .528 1326.225 7.30 13.13 2.68 1328.90 .00 1.05 1.43 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .0730 .29 .53 3.71 .92 .013 .00 . 510 1326. 246 7.30 13.77 2.94 1329.19 .00 1.05 1.42 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .0833 . 31 .51 3.97 .92 .013 .00 .493 1326.267 7.30 14.44 3.24 1329.50 .00 1.05 1.41 1.500 .000 -[--1--1--1--1--1--1--1--1--1--1- .0951 .34 .49 4.25 .92 .013 .00 .476 1326.286 7.30 15.14 3.56 1329.85 .20 1.05 1.40 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .1028 .08 .67 4.54 .92 .013 .00 W s PG W -CIVILDESIGN Version 14.06 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 FRENCH VALLEY 160 LINE B-5 69872.63 ~~~~~~~~¼¼~**~~~+~~~**************************************************************************************~~~~~~~~~~~~~~ ** ******** I Invert !No Wth station I Elev I ZL IPrs/Pip -1--1--1 L/Elem !ch slope I Depth (FT) I -1- water Elev -I- I Q (CFS) -I- I Vel (FPS) Vel Head -1-· -1- SF Avel Page 6 Energy I super lcriticallFlow Top!Height/!Base Wt! 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HF !SE Dpth!Froude NINorm Dp I "N" IX-Fall I ZR !Type ch *********f*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I Page 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' 1 b5 164.761 1326.079 .348 1326.427 7.30 23.50 8.57 1335. 00 .43 1.05 1.27 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 2.337 .0100 .3720 .87 .78 8.36 .92 .013 .00 .00 PIPE I 167.098 1326.102 .336 1326.439 7.30 24.64 9.43 1335 .87 .47 1.05 1.25 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.243 .0100 .4255 .95 .81 8.93 .92 .013 .00 .00 PIPE I 169. 341 1326.125 .325 1326.450 7 .30 25.85 10.37 1336.82 .51 1.05 1.24 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.153 .0100 .4869 1.05 .84 9.53 .92 .013 .00 .00 PIPE I 171.494 1326.146 .315 1326.461 7.30 27.11 11.41 1337. 87 .56 1.05 1.22 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.067 .0100 .5571 1.15 .87 10.17 .92 .013 .00 .00 PIPE I 173. 561 1326.167 .304 1326.471 7 .30 28.43 12.55 1339.02 .61 1.05 1.21 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.984 .0100 .6376 1.27 .91 10.86 .92 .013 .00 .00 PIPE I 175.545 1326.187 .294 1326.481 7 .30 29.82 13.81 1340.29 .66 1.05 1.19 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.905 .0100 .7298 1. 39 .95 11. 59 .92 .013 .00 .00 PIPE I 177.450 1326.206 .285 1326.490 7.30 31.28 15.19 1341. 68 .00 1.05 1.18 1. 500 .000 .00 1 .0 Page 9 I I I t I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I -1- I-.158 .00 PIPE I -1- .0099 177.608 1326.207 .00 1 .0 -1--1-1- 1.819 .00 PIPE I .0099 179.427 1326.225 .00 1 .0 -1--1-1- 1. 747 . 0099 .00 PIPE -1--1- .283 1326.491 -1--1- .274 1326.500 -1--1- -1- bS -1--1- .7859 -1--1- .12 .28 12.37 -1--1- .92 -1- .013 -1- .00 7.30 31.47 15.38 1341.87 .00 1.05 1.17 1.500 .000 -1--1--1--1--1--1--1--1--1- .8502 1. 55 .28 12 .48 .92 .013 .00 7.30 33.01 16.92 1343.42 .00 1.05 1.16 1.500 .000 -1--1--1--1--1--1--1--1--1- .9733 1.70 .27 13.32 .92 .013 .00 ~ FILE: b5.WSW PAGE 6 w s PG W -CIVILDESIGN Version 14.06 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:16:43 FRENCH VALLEY 160 LINE B-5 69872.63 ************************************************************************************************************************ I Invert I Depth I Water !No Wth Station I Elev I (FT) I Elev ZL I Prs/Pip -1--1--1--I L/Elem jch slope] ZR !Type ch -1- Q (CFS) vel vel (FPS) Head -1--1--I- I SF Ave! Energy I super !critical!Flow Top!Height/!Base Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF I SE Dpth I Froude NI Norm Dp I "N" I X-Fa 11 I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** )******* I I 181.174 1326.243 .265 1326.508 7. 30 34.62 18.61 1345 .12 .00 1.05 1.14 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- 1.677 .0099 1.1144 1.87 .27 14.21 .92 .013 .00 .00 PIPE Page 10 I I I I I I I I I I r I I I I I I I I I I I I ' I I I I r I I 1 I I r 1 I I b5 WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1.11436 I I I I I I I I I I I I 182.851 1326.259 .257 1326.516 7.30 36.31 20.47 1346.99 .00 1.05 1.13 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.611 .0099 1. 2758 2.05 .26 15.17 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1. 27583 I I I I I I I I I I I I 184.462 1326.275 .248 1326. 524 7.30 38.08 22.52 1349.04 .00 1.05 1.11 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1. 546 .0099 1.4609 2.26 .25 16.18 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1.46091 I I I I I I I I I I I I 186.008 1326.291 .240 1326. 531 7.30 39.94 24.77 1351. 30 .00 1.05 1.10 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.485 .0099 1. 6731 2.48 .24 17.27 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1.67306 I I I I I I I I I I I I 187.493 1326. 305 .232 1326.538 7.30 41.89 27.25 1353. 79 .00 1.05 1.09 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.426 .0099 1.9161 2.73 .23 18.42 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 1. 91610 I I I I I I I I I I I I 188.918 1326. 319 .225 1326. 544 7.30 43.93 29.97 1356.52 .oo 1.05 1.07 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.369 .0099 2.1945 3.00 .22 19.66 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 2.19454 I I I I I I I I I I I I 190.287 1326.333 .218 1326.551 7.30 46.08 32.97 1359.52 .00 1.05 1.06 1. 500 .000 .00 1 .o Page 11 II II II II 1111 II II II 11 II II II II fl 11 II II II -1--1--1--1- .0099 -1- b5 -1--1- 2.5137 -1--1--1- 3.30 .22 20.97 .92 -1--1- .013 -1- .00 1- 1.314 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 2. 51367 I I I I I I I I I I I 191.601 1326.346 .211 1326.557 7.30 48.33 36.27 1362.82 .00 1.05 1.04 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- .0099 2.8795 3.63 .21 22.37 .92 .00 1-1.261 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE .013 2.87949 I I I I I I I I I I I 192.863 1326.359 .00 1 .0 -1--1-1- 1.211 .0099 .00 PIPE .204 1326.562 -1--1- 7.30 50.69 39.89 1366.46 .00 1.05 1.03 1.500 .000 -1--1-~,--1--1--1--1--1--1- 3.2984 3.99 .20 23.86 .92 .00 WARNING: POSSIBLE -9-FILE: b5.WSW ERROR IN CALCULATIONS, PROGRAM USES·MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= w s PG w -CIVILDESIGN Version 14.06 .013 3.29843 PAGE 7 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:16:43 FRENCH VALLEY 160 LINE B-5 69872.63 ½~~~~~******************************************************************************************************½½~~+~~~½~~~ ..\...\. ..,.J-.., ....... J-~J-.JI. I Invert INo Wth Depth I water (FT) I Elev Station I Elev ZL I Prs/Pip -1--1--1--I L/Elem lch slope I ZR !Type Ch -1- Q (CFS) Vel Vel (FPS) Head -1--1--1- SF Avel Energy I Super !Critical I Flow Topi Height/I Base Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF ISE DpthlFroude NI Norm op I "N" IX-Fall I *********l*********l********l*********l*********l*******l*******f*********l*******l********l********l*******l*******I*** ** !******* I I 194.074 1326.370 .00 1 .0 -1--1- .197 1326.568 7.30 53.16 43.88 1370.45 .00 1.05 1.01 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- Page 12 I I I I I I I I I I I I I I I I I I I I I I I I ' I ' I I I I I I I I I I I b5 I-1.163 .0099 3. 7790 4.39 .20 25 .45 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 3.77898 I I I I I I I I I I I I 195.236 1326. 382 .191 1326.573 7.30 55.76 48.27 1374.84 .00 1.05 1.00 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.116 .0099 4.3303 4.83 .19 27.15 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 4.33033 I I I I I I I I I I I I 196.352 1326. 393 .185 1326. 578 7. 30 58.48 53.10 1379. 68 .00 1.05 .99 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.071 .0099 4.9613 5.31 .18 28.96 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 4.96131 I I I I I I I I I I I I 197.423 1326.404 .179 1326. 582 7 .30 61.33 58.41 1384.99 .00 1.05 .97 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.028 .0099 5.6847 5.85 .18 30.89 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 5.68474 I I I I I I I I I I I I 198.452 1326 .414 .173 1326.587 7.30 64.32 64.25 1390.84 .00 1.05 .96 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.987 .0099 6. 5140 6.43 .17 32.94 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 6. 51397 I I I I I I I I I I I I 199.439 1326.423 .168 1326.591 7 .30 67.46 70.67 1397. 27 .00 1.05 .94 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .947 .0099 7.4653 7.07 .17 35 .13 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 7.46525 I I I I I I I I I I I Page 13 I I I I I I I I I I I I ' I f J I I ' I I l I I ' I I l I I I I I I I I I b5 I 200.386 1326.433 .162 1326.595 7.30 70.76 77 .74 1404.34 .00 1.05 .93 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I- .909 .0099 8.5564 7.78 .16 37.47 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 8.55638 I I I I I I I I I I I I 201.295 1326.442 .157 1326.599 7.30 74.21 85.52 1412.12 .00 1.05 .92 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.872 .0099 9.8067 8.56 .16 39.96 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 9.80670 I I I I I I I I I I I I 202.167 1326.451 .152 1326.603 7. 30 77 .83 94.07 1420.67 .00 1.05 .91 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .837 .0099 11.2392 9.41 .15 42.61 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 11. 23917 ~ FILE: b5.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 8 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:16:43 FRENCH VALLEY 160 LINE B-5 69872.63 ************************************************************************************************************************ I Invert I Depth I water !No Wth station I Elev I (FT) I Elev ZL I Prs/Pi p -1--1--1--I L/Elem !Ch slope I ZR !Type Ch Q (CFS) -1- I vel vel I I (FPS) Head I -1--1--1- SF Ave! Energy I super ICriticallFlow Top!Height/!Base Wtl Grd.El.l Elev I Depth I width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF !SE DpthlFroude NINorm Dp I "N" I X-Fall I *********1*********1********1*********1*********1*******1*******1*********1*******)********1********1*******1*******1*** ** (******* I Page 14 I I I I I I I I I I I I 1 I I I I I I I I I I ' I I I ' I I 1 r 1 I I I I I I b5 203.005 1326.459 .147 1326.606 7. 30 81.63 103.47 1430.08 .00 1.05 .89 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .804 .0099 12.8810 10.35 .15 45.44 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 12.88098 I I I I I I I I I I I I 203.808 1326.467 .142 1326.609 7.30 85.62 ·113.82 1440.43 .00 1.05 .88 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.771 .0099 14.7664 11. 39 .14 48.45 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 14.76636 I I I I I I I I I I I I 204.579 1326.474 .138 1326.612 7.30 89.80 125. 20 1451.82 .00 1.05 .87 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I- -1--1--1--1--1--1--1- .740 .0099 16.9281 12.52 .14 51. 67 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 16.92813 I I I I I I I I I I I I 205.319 1326.482 .134 1326.615 7. 30 94.18 137. 73 1464.34 .00 1.05 .85 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .710 .0099 19.4027 13.78 .13 55.10 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 19.40266 I I I I I I I I I I I I 206.029 1326.489 .129 1326.618 7.30 98.77 151. 50 1478.12 .00 1.05 .84 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .681 .0099 22.2412 15.15 .13 58.74 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, P~OGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 22.24122 I I I I I I I I I I I I 206.710 1326.496 .125 1326.621 7.30 103.60 166.65 1493.27 .00 1.05 .83 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--]--1--1-I-.654 .0099 25.4973 16.67 .13 62.64 .92 .013 .00 Page 15 11 11 11 11 11 11 11 11 JI 11 11 11 11 I 1 11 I 1 JI r I II b5 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 25.49731 I I I I I I I I I I I I 207.364 1326.502 .00 1 .o .121 1326.623 7.30 108.65 183.31 1509.94 .00 1.05 .82 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .627 .0099 29.2350 18.33 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, I I I I I I I I .12 66.78 .92 AVERAGE FRICTION SLOPE= I I I .013 29.23499 I .00 207.991 1326.508 .00 1 .o .117 1326.626 7.30 113.96 201.64 1528.27 .00 1.05 .81 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.602 .0099 33.5150 20.17 .12 71.21 .92 .013 .00 .00 PIPE WARNING: POSSIBLE ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= 33. 51498 I I I I I I I I I I I I 208.593 1326.514 .00 1 .0 -1--1-I- . 577 . 0099 .00 PIPE .114 1326.628 -1--1- 7. 30 119. 52 221.81 1548.44 -1--1--1--1- 38.4289 22.18 .00 1.05 .79 -1--1--1- .11 75.91 .92 1. 500 .000 -1- .00 WARNING: POSSIBLE i FILE: b5.WSW ERROR IN CALCULATIONS, PROGRAM USES MANNINGS, EQUATION, AVERAGE FRICTION SLOPE= W s PG W -CIVILDESIGN Version 14.06 -1- .013 38.42892 PAGE 9 Time:10:16:43 Program Package serial Number: 3093 FRENCH VALLEY 160 LINE B-5 69872.63 WATER SURFACE PROFILE LISTING Date: 8-6-2015 ~~~~~~~~~~~~~~~~~~~~***************************************************************************************************~ ** ******** I Invert !No Wth Station I Elev ZL I Prs/Pip -1--1--1 L/Elem !Ch slope I ZR !Type Ch Depth I Water (FT) I Elev -1--I- I Q (CFS) Vel Vel (FPS) Head -1--1--I- I SF Ave! Energy I super !Critical !Flow Topi Height/I Base Wt! Grd.El. I Elev I Depth I Width [Dia.-FT[or I.D. I -1--1--1--1--1--1- HF !SE Dpth!Froude NINorm Dp I "N" I X-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** Page 16 I I • I • j I I I I I I I I I t I I I I I I ' ' I I ' I r I ' I ' 1 I I I I bS ** )******* I I 209.170 1326. 520 .110 1326.630 7.30 125.35 243.99 1570.62 .00 1.05 .78 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- -\' Page 17 1111 ii Ii 1111 11 II II II II 1111 II 11 fl rl II II -'?-FILE: c.WSW PAGE l Time:12: 8:28 C W s PG W -CIVILDESIGN Version 14.06 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 FRENCH VALLEY 160 LINE C 69872.63 *.**······························-·-··········-···················*·····-·**·················**·······*-······*·······* ** ******** I Invert I Depth I water I !No Wth Q I vel vel I Energy I super !critical !Flow Top!Height/lBase Wt! station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width Joia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem !Ch slope I I I I SF Ave! HF !SE Dpth!Froude NINorm op I "N" I X-Falll ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1002. 500 1280.180 2.437 1282.617 71.27 11. 59 2.09 1284.70 .00 2.67 2.34 3.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 99.051 .0117 .0113 1.12 2.44 1.26 2.43 .013 .00 .00 PIPE I 1101. 551 1281. 337 2. 521 1283.858 71.27 11.24 1.96 1285.82 .00 2.67 2.20 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 23.389 .0117 .0105 .25 2.52 1.17 2.43 .013 .00 .00 PIPE I 1124.940 1281. 610 2.674 1284.284 71.27 10.71 1. 78 1286.07 .00 2.67 1.87 3.000 .000 .00 1 .o -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- JUNCT STR .0125 .0091 .04 2.68 1.00 .013 .00 .00 PIPE I 1128.940 1281. 660 3.821 1285.481 59.87 8.47 1.11 1286.59 .00 2.50 .00 3.000 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f 1 I I I I C -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 61.830 .0116 .0081 . 50 .00 .00 2.09 .013 .00 .00 PIPE I 1190.770 1282.380 3.647 1286.027 59.87 8.47 1.11 1287.14 .00 2.50 .00 3.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 190 .431 .0116 .0080 1. 52 3.65 .00 2.09 .013 .00 .00 PIPE I 1381.201 1284.598 3.000 1287.598 59.87 8.47 1.11 1288.71 .00 2.50 .00 3.000 .000 .00 1 .o -1--1--1--1--1--]- I--1--1--1--1--1--1--1- 19.954 .0116 .0075 .15 3.00 .00 2.09 .013 .00 .00 PIPE I 1401.155 1284.831 2.889 1287.720 59.87 8.57 1.14 1288.86 .00 2.50 1.13 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- HYDRAULIC JUMP I I 1401.155 1284.831 2.144 1286.975 59.87 11.08 1.91 1288.88 .00 2. 50 2.71 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 18.705 .0116 .0109 .20 2.14 1.38 2.09 .013 .00 .00 PIPE I 1419.860 1285.049 2.144 1287.193 59.87 11.08 1.90 1289.10 .00 2. 50 2.71 3.000 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 55.920 .0116 .0103 .58 2.14 1. 38 2.09 .013 .00 .00 PIPE -'?-FILE: c.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:12: 8:28 FRENCH VALLEY 160 Page 2 I I I i • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I C LINE C 69872.63 ********************************************************************************************************~~~~~~~~~~~~~~~~ ** ******** I Invert I !No Wth Depth I Water I Q I vel Vel I Energy I super ICriticallFlow ToplHeight/lBase Wtl station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-FTlor I.D. I ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem ICh slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** !******* I I 1475.780 1285.700 2.243 1287.943 59.87 10. 56 1. 73 1289.68 .01 2.50 2.61 3.000 .000 .00 1 .o -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 5.210 .0117 .0097 .05 2.25 1.26 2.09 .013 .00 .00 PIPE I 1480.991 1285.761 2.262 1288.023 59.87 10.47 1.70 1289.73 .01 2.50 2.58 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-16.756 .0117 .0091 .15 2.27 1.24 2.09 .013 .00 .00 PIPE I 1497.747 1285.957 2.373 1288.330 59.87 9.98 1. 55 1289.88 .01 2.50 2.44 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-4.513 .0117 .0082 .04 2.38 1.12 2.09 .013 .00 .00 PIPE I 1502.260 1286.010 2.499 1288.509 59.87 9.52 1.41 1289.91 .00 2.50 2.24 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- JUNCT STR .0118 .0072 .03 2.50 1.00 .013 .00 .00 PIPE Page 3 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I C 1506. 510 1286.060 3.233 1289.293 53.67 7.59 .90 1290.19 .00 2.38 .00 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-52.091 .0117 .0064 .33 .00 .00 1.93 .013 .00 .00 PIPE I 1558.601 1286.668 3.000 1289.668 53.67 7.59 .90 1290. 56 3.00 2.38 .00 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-15 .133 .0117 .0060 .09 3.00 .00 1.93 .013 .00 .00 PIPE I 1573.735 1286.844 2.895 1289.739 53.67 7.68 .92 1290.65 .00 2.38 1.10 3.000 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- HYDRAULIC JUMP I I 1573.735 1286.844 1.929 1288. 774 53.67 11.17 1.94 1290.71 .01 2.38 2.87 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-196.083 .0117 .0117 2.29 1.94 1. 52 1.93 .013 .00 .00 PIPE I 1769.818 1289.132 1.929 1291.062 53.67 11.17 1.94 1293.00 .01 2.38 2.87 3.000 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 150.652 .0117 .0116 1. 75 1.94 1. 52 1.93 .013 .00 .00 PIPE 'f FILE: C.WSW W s PG W -CIVILDESIGN version 14.06 PAGE 3 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:12: 8:28 FRENCH VALLEY 160 LINE C 69872.63 ------------**** _______ ***_* ______ *** ___________________ * __________________________ *** _______ * ______________ * _______ **-- ** ******** I Invert l Depth I water I Q I vel Vel I Energy I super Jcritical!Flow TopJHeight/lBase Wtl Page 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C !No Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-FTjor I.D. I ZL IPrs/Pip -1--1--1--1--[--1--1--[--1--1--1--[--1--I L/Elem !Ch slope I I I I SF Ave! HF !SE Dpth!Froude N!Norm Dp I "N" I X-Falll ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1920.470 1290.890 1.936 1292.826 53.67 11.13 1. 92 1294.75 .09 2.38 2.87 3.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-112.310 .0117 .0112 1.26 2.02 1. 51 1.93 .013 .00 .00 PIPE I 2032.780 1292.200 1.977 1294.177 53.67 10.87 1.83 1296.01 .00 2.38 2.84 3.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 17.196 .0118 .0108 .19 1.98 1.45 1.92 .013 .00 .00 PIPE I 2049.976 1292.403 1.993 1294.396 53.67 10.76 1.80 1296.19 .00 2.38 2.83 3.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-43.804 .0118 .0101 .44 1.99 1.43 1.92 .013 .00 .00 PIPE I 2093.780 1292.920 2.080 1295.000 53.67 10.26 1.64 1296.64 .00 2.38 2.77 3.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--]--[--1--1--1- i Page 5 ij II II II 1111 I I II II II II 1111 II II 11 11 11 11 ell i FILE: ell.WSW W SP G W -CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 1:42:53 FRENCH VALLEY 160 LINE C-1 LEFT 69872.63 ············******************************************************************************************************······ ** ******** I Invert I Depth I . water ]No Wth Station I Elev I (FT) 1 Elev ZL I Prs/Pi p -1--1--1--1 L/Elem !Ch slope I I ZR !Type ch -1- Q (CFS) Vel Vel (FPS) Head -1--1--1- SF Ave I Energy I super lcriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF I SE Dpth I Froude NI Norm op I "N" I X-Fa 111 *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I I I I I I I I .000 1282.130 .348 1282.478 3.60 11.60 2.09 1284.57 .00 .72 1.27 1.500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 14.071 .0919 .0794 1.12 .35 4.13 .34 .013 .00 .00 PIPE I 14.071 1283.423 .359 1283.782 3.60 11.07 1.90 1285.68 .00 .72 1.28 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 7.175 .0919 .0695 .50 .36 3.87 .34 .013 .00 .00 PIPE I 21. 246 1284.082 .372 1284.454 3.60 10. 55 1. 73 1286.18 .00 .72 1. 30 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 4.642 .0919 .0608 .28 .37 3.62 .34 .013 .00 .00 PIPE I 25.888 1284.509 .384 1284.893 3.60 10.06 1.57 1286.47 .00 .72 1.31 1.500 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I ell -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 3.347 .0919 .0532 .18 .38 3.39 .34 .013 .00 .00 PIPE I 29.236 1284.817 .398 1285.214 3.60 9.59 1.43 1286.64 .00 .72 1.32 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.561 .0919 .0465 .12 .40 3.18 .34 .013 .00 .00 PIPE I 31. 797 1285.052 .411 1285 .463 3.60 9.15 1.30 1286.76 .00 .72 1. 34 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.028 .0919 .0407 .08 .41 2.97 .34 .013 .00 .00 PIPE I 33.825 1285.238 .426 1285.664 3.60 8.72 1.18 1286.84 .00 .72 1.35 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 1.645 .0919 .0356 .06 .43 2.78 .34 .013 .00 .00 PIPE I 35.470 1285.389 .441 1285.830 3.60 8.32 1.07 1286.90 .00 .72 1.37 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.354 .0919 .0312 .04 .44 2.60 .34 .013 .00 .00 PIPE I 36.824 1285. 514 .456 1285.970 3.60 7.93 .98 1286.95 .00 .72 1.38 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.126 .0919 .0273 .03 .46 2.44 .34 .013 .00 .00 PIPE .!? FILE: ell.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 1:42:53 FRENCH VALLEY 160 Page 2 11 11 11 11 11 11 11 11 11 II II 11 11 11 fl 11 I I 11 fl LINE C-1 LEFT 69872.63 ell ************************************************************************************************************************ ~~ ******** I Invert I Depth I water I Q I Vel vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtl !No Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El. I Elev I Depth I width I Dia. -FTI or I.D. I ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem !ch slope I I I I SF Ave I HF !SE Dpth!Froude NINorm Dp I "N" I X-Fall I ZR !Type ch *********1*********1********1*********1*********1*******1*******1*********1*******1********1********1*******1*******1*** J..J.. 1-'--'~J~J..J~J...J... I I 37.950 1285. 617 .472 1286.089 3.60 7.56 .89 1286.98 .00 .72 1.39 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.942 .0919 .0239 .02 .47 2.28 .34 .013 .00 .00 PIPE I 38.892 1285.704 .489 1286.192 3.60 7.21 .81 1287.00 .00 .72 1.41 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I- .790 .0919 .0209 .02 .49 2.13 . 34 .013 .00 .00 PIPE I 39.682 1285.776 .506 1286.282 3.60 6.87 .73 1287.02 .00 .72 1.42 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.663 .0919 .0184 .01 .51 1.99 .34 .013 .00 .00 PIPE I 40.345 1285.837 .524 1286.361 3.60 6.55 .67 1287.03 .00 .72 1.43 1. 500 .000 .00 1 .o -1--1--]--1--1--1--1--1--1--1--1--1--1- I-.553 .0919 .0161 .01 .52 1.86 .34 .013 .00 .00 PIPE I I I I I I Page 3 I I • I I I I I I I ' 1 ' I I I f I I I I I I I I I I I I I I I I I I I I I ell 40.898 1285.888 .542 1286.431 3.60 6.25 .61 1287.04 .00 .72 1.44 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.459 .0919 .0141 .01 .54 1.74 .34 .013 .00 .00 PIPE I 41. 357 1285.930 .562 1286.492 3.60 5.96 .55 1287.04 .00 .72 1.45 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.375 .0919 .0124 .00 .56 1.63 .34 .013 .00 .00 PIPE I 41.731 1285.965 .582 1286.547 3.60 5.68 .50 1287.05 .00 .72 1.46 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .302 .0919 .0109 .00 .58 1.52 . 34 .013 .00 .00 PIPE I 42.033 1285.992 .603 1286.596 3.60 5.42 .46 1287.05 .00 .72 1.47 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.235 .0919 .0095 .00 .60 1.42 .34 .013 .00 .00 PIPE I 42.268 1286.014 .625 1286.639 3.60 5.16 .41 1287.05 .00 .72 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .176 .0919 .0084 .00 .63 1.33 .34 .013 .00 .00 PIPE i FILE: ell.WSW W SP G W -CIVILDESIGN Version 14.06 PAGE 3 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 1:42:53 FRENCH VALLEY 160 LINE C-1 LEFT 69872. 63 ************************************************************************************************************************ ** ******** I Invert I Depth I water I Q I Vel vel I Energy I Super !Critical !Flow Top!Height/lBase Wtl Page 4 I I • I I I I I I 1 I I ' I I I I I I I I I I I I I ' I ' I I I ' I ' I ' 1 ell !No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width I Dia. -FTI or I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem lch slope I I I I SF Avel HF ISE DpthlFroude NINorm op I "N" I X-Falll ZR !Type Ch *********l*********l********J*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 42.445 1286.030 .648 1286.678 3.60 4.92 .38 1287.05 .00 .72 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.121 .0919 .0073 .00 .65 1.24 .34 .013 .00 .00 PIPE I 42.565 1286.041 .672 1286.714 3.60 4.69 .34 1287.06 .00 .72 1.49 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I- -1--1--1--I:.. -1--1--1- .071 .0919 .0065 .00 .67 1.15 . 34 .013 .00 .00 PIPE I 42.637 1286.048 .697 1286.745 3.60 4.48 .31 1287.06 .00 .72 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- .023 .0919 .0057 .00 .70 1.08 .34 .013 .oo .00 PIPE I 42.660 1286.050 .724 1286.774 3.60 4.26 .28 1287.06 .00 .72 1.50 1. 500 .000 .00 1 .0 -1-I--1--1--1--1--1--1--1--1--1--1--1--1- I I I I I I I I I I I 42.430 1286.000 .724 1286.724 3.60 4.26 .28 1287.01 .00 .72 1.50 1. 500 .000 .00 1 .o -1--1--I Page 5 11 11 11 11 11 11 11 11 11 I I 11 I I I 1 11 11 f If I II 11 clr .\?-FILE: clr.WSW W s PG w -CIVILDESIGN version 14.06 PAGE 1 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 9-14-2015 Time: 2: 5:34 FRENCH VALLEY 160 LINE C-2 RIGHT 69872 .63 ************************************************************************************************************************ ** ******** I Invert I Depth I water I Q I vel Vel I Energy I super ICriticallFlow ToplHeight/!Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width IDia.-FTlor I.D. I ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem lch slope I I I I SF Ave! HF !SE Dpth!Froude NINorm Dp I "N" IX-Fall I ZR !Type ch *********1*********(********(*********1*********1*******1*******1*********1*******1********1********1*******1*******1*** ** I******* I I 1046.160 1282.130 .373 1282.504 7.80 22.71 8.01 1290. 51 .00 1.08 1.30 1.500 .000 .00 1 .0 -1--1--1--1--1--]--1--1--1--1--1--1--1- I-1.577 .7129 .2813 .44 .37 7.78 .30 .013 .00 .00 PIPE I 1047.737 1283.255 .385 1283.640 7.80 21. 73 7.33 1290.97 .00 1.08 1.31 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-1.403 .7129 .2473 .35 . 39 7.32 .30 .013 .00 .00 PIPE I 1049.140 1284.255 .399 1284.653 7.80 20.72 6.66 1291.32 .00 1.08 1.33 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.193 .7129 .2164 .26 .40 6.85 .30 .013 .00 .00 PIPE I 1050.332 1285.105 .412 1285. 517 7.80 19.75 6.06 1291. 58 .00 1.08 1.34 1. 500 .000 .00 1 .0 Page 1 I • I I I I I I I I I I f I I I ' I ' I I I I I I I ' I I I ' I I I I I I 1 clr -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.025 .7129 .1893 .19 .41 6.41 .30 .013 .00 .00 PIPE I 1051. 357 1285.835 .427 1286.262 7.80 18.83 5.51 1291. 77 .00 1.08 1. 35 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.888 .7129 .1657 .15 .43 6.00 .30 .013 .00 .00 PIPE I 1052.245 1286.468 .442 1286.910 7.80 17.96 5.01 1291.92 .00 1.08 1.37 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.774 .7129 .1450 .11 .44 5.61 .30 .013 .00 .00 PIPE I 1053.020 1287.020 .457 1287.477 7.80 17.12 4. 55 1292.03 .00 1.08 1. 38 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.679 .7129 .1270 .09 .46 5.25 .30 .013 .00 .00 PIPE I 1053.699 1287.504 .473 1287.977 7.80 16.33 4.14 1292.12 .00 1.08 1.39 1.500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- .598 .7129 .1112 .07 .47 4.91 .30 .013 .00 .00 PIPE I 1054.296 1287.930 .490 1288.420 7.80 15.57 3.76 1292.18 .00 1.08 1.41 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.528 .7129 .0974 .05 .49 4.60 .30 .013 .00 .00 PIPE ~ FILE: clr.WSW w s PG w -CIVILDESIGN version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 9-14-2015 Time: 2: 5:34 FRENCH VALLEY 160 Page 2 11 11 11 11 11 11 11 11 I I 11 11 11 I 1 I 1 I I (1 f 1 f I 11 LINE C-2 RIGHT 69872. 63 clr ******************************************************************************************************~¼¼¼~~~~~~~~~~~~~~ ** ******** I Invert I Depth I water I Q I vel Vel I Energy I super !Critical I Flow Topi Height/I Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem lch slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" IX-Fall I ZR !Type ch *********l*********l********l*********l*********l*******l*******[*********l*******l********l********l*******l*******I*** -,!,---!,-I******* I I 1054.824 1288.307 .507 1288.813 7.80 14.84 3.42 1292.23 .00 1.08 1.42 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.467 .7129 .0854 .04 .51 4.30 .30 .013 .00 .00 PIPE I 1055.291 1288.639 .525 1289.164 7.80 14.15 3.11 1292.27 .00 1.08 1.43 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.414 .7129 .0748 .03 .53 4.02 .30 .013 .00 .00 PIPE I 1055.704 1288.934 .544 1289.478 7.80 13.49 2.83 1292.30 .00 1.08 1.44 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.367 .7129 .0656 .02 .54 3.76 .30 .013 .00 .00 PIPE I 1056.071 1289.196 .563 1289.759 7.80 12.86 2.57 1292.33 .00 1.08 1.45 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I- .325 .7129 .0575 .02 .56 3.51 .30 .013 .00 .00 PIPE I I I I I I Page 3 I I I I I I I I I I I I ' I I I ' I I I I I I 1 f I f I f 1 I I ' I I 1 I I clr 1056.397 1289.428 .584 1290.011 7.80 12.27 2.34 1292.35 .00 1.08 1.46 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.289 .7129 .0505 .01 .58 3.28 .30 .013 .00 .00 PIPE I 1056.685 1289.634 .605 1290.238 7.80 11.69 2.12 1292.36 .00 1.08 1.47 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.256 .7129 .0443 .01 .60 3.06 .30 .013 .00 .00 PIPE I 1056.941 1289.816 .627 1290.443 7.80 11.15 1.93 1292.37 .00 1.08 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.226 .7129 .0389 .01 .63 2.86 .30 .013 .00 .00 PIPE I 1057.167 1289.977 .650 1290.627 7.80 10.63 1.76 1292.38 .00 1.08 1.49 1. 500 .ooo .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.200 .7129 .0342 .01 .65 2.67 .30 .013 .00 .00 PIPE I 1057.367 1290.119 .674 1290.793 7.80 10.14 1.60 1292.39 .00 1.08 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.176 .7129 .0300 .01 .67 2.49 .30 .013 .00 .00 PIPE ~ FILE: clr.wsw w s PG w -CIVILDESIGN version 14.06 PAGE 3 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 9-14-2015 Time: 2: 5:34 FRENCH VALLEY 160 LINE C-2 RIGHT 69872.63 ***********************************************************************************************************~~~~~~~~~~~~~ ** ******** I Invert I Depth I water I Q I vel vel I Energy I super Jcritical !Flow TopJHeight/lBase Wtl Page 4 t i I I I I I I I I f I I I I I ' I I I I I I I I 1 I I I I f I J 1 I 1 ' I clr INo Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elern lch slope I I I I SF Ave I HF ISE DpthlFroude NINorrn Dp I "N" I X-Falll ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1057.543 1290.245 .699 1290.943 7.80 9.66 1.45 1292.39 .00 1.08 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.154 .7129 .0264 .00 .70 2.32 .30 .013 .00 .00 PIPE I 1057.696 1290.354 . 725 1291.079 7.80 9.22 1.32 1292.40 .00 1.08 1.50 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.134 .7129 .0233 .00 .73 2.16 .30 .013 .00 .00 PIPE I 1057.830 1290.450 .753 1291.202 7.80 8.79 1.20 1292 .40 .00 1.08 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .116 .7129 .0205 .00 .75 2.01 .30 .013 .00 .00 PIPE I 1057.946 1290. 532 .782 1291. 314 7.80 8.38 1.09 1292.40 .00 1.08 1.50 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.099 .7129 .0181 .00 .78 1.87 .30 .013 .00 .00 PIPE I 1058.045 1290.603 .812 1291.415 7.80 7.99 .99 1292.41 .00 1.08 1.49 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I- .083 .7129 .0159 .00 .81 1. 74 .30 .013 .00 .00 PIPE Page 5 I I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I 1058.128 1290.662 .00 1 .0 -1--1-I-.069 .00 PIPE I .7129 1058.197 1290.711 .00 1 .0 -1--1-I- .055 .00 PIPE I .7129 1058.253 1290.751 .00 1 .0 -1--1- I- .043 .00 PIPE I .7129 1058.295 1290.781 .00 1 .0 -1--1-I- .030 .7129 .00 PIPE -'f FILE: clr. WSW PAGE 4 Time: 2: 5:34 clr . 844 1291. 506 7.80 7.62 .90 1292.41 .00 1.08 1.49 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .0141 .00 .84 1. 62 .30 .013 .00 . 878 1291. 589 7.80 7.26 .82 1292.41 .00 1.08 1.48 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .0124 .00 .88 1.50 .30 .013 .00 . 913 1291. 664 7.80 6.92 .74 1292.41 .00 1.08 1.46 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .0110 .00 .91 1.39 .30 .013 .00 . 951 1291. 732 7.80 6.60 .68 1292.41 .00 1.08 1.45 1.500 .000 -1--1--1--1--1--1--1--1--1--1--1- .0098 .00 .95 1.29 .30 .013 .00 W s PG W -CIVILDESIGN Version 14.06 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 9-14-2015 FRENCH VALLEY 160 LINE C-2 RIGHT 69872.63 ************************************************************************************************************************ I Invert INo Wth station I Elev ZL IPrs/Pip -1--I L/Elem lch slope -1- Depth I Water (FT) I Elev -1--1- Q (CFS) I vel vel I (FPS) Head -1--1--1- SF Ave I Page 6 Energy I super lcriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1--1--1--1--1--1- HF ISE DpthlFroude NI Norm Dp I "N" IX-Fall I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r I clr ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******J*** ** I******* I I 1058.325 1290.802 .991 1291. 794 7.80 6.29 .62 1292.41 .00 1.08 1.42 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.018 .7129 .0087 .00 .99 1.19 .30 .013 .00 .00 PIPE I 1058.344 1290.815 1.034 1291.850 7.80 6.00 . 56 1292.41 .00 1.08 1. 39 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .006 .7129 .0077 .00 1.03 1.09 .30 .013 .00 .00 PIPE I 1058.350 1290.820 1.082 1291.902 7.80 5.72 . 51 1292.41 .00 1.08 1. 35 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- i'- Page 7 11 ii II II 1111 11 II II II II 1111 II II 11 II 11 11 c2 i FILE: c2.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 1 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 1: 14: 54 FRENCH VALLEY 160 LINE C-2 69872.63 ~+~+~*¼¼¼¼~¼¼¼¼++¼¼¼~¼¼¼¼¼¼¼¼¼¼¼**************************************************************************************** ** ******** I Invert I Depth I Water I !No Wth Q I Vel vel I Energy I super ICriticallFlow ToplHeight/lBase Wtl Head I Grd. El. I Elev I Depth I Width IDia.-FTlor I.D. I Station I Elev I (FT) I Elev I (CFS) I (FPS) ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I !SE DpthlFroude NINorm Dp I "N" I X-Fall I L/Elem !Ch slope I I I I SF Ave! HF ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1001. 250 1286.540 .453 1286.993 6.20 13.79 2.95 1289.94 .00 .96 1.38 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 4.680 .1151 .0857 .40 .45 4.25 .42 .013 .oo .00 PIPE I 1005.930 1287.078 .461 1287.540 6.20 13.44 2.81 1290.35 .00 .96 1.38 1. 500 .000 .00 1 .o -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 6. 363 .1151 .0775 .49 .46 4.10 .42 .013 .00 .00 PIPE I 1012.293 1287.811 .477 1288.288 6.20 12.82 2.55 1290.84 .00 .96 1.40 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I--1--1--1--1--1--1--1- 4. 560 .1151 .0679 .31 .48 3.84 .42 .013 .oo .00 PIPE I 1016.853 1288.336 .494 1288.830 6.20 12.22 2.32 1291.15 .00 .96 1.41 1. 500 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I c2 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 3.478 .1151 .0595 .21 .49 3.59 .42 .013 .00 .00 PIPE I 1020.331 1288.736 .512 1289.247 6.20 11.65 2.11 1291. 36 .00 .96 1.42 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 2.756 .1151 .0521 .14 .51 3.36 .42 .013 .00 .00 PIPE I 1023.087 1289.053 .530 1289.583 6.20 11.11 1.92 1291.50 .00 .96 1.43 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 2.239 .1151 .0457 .10 .53 3.14 .42 .013 .00 .00 PIPE I 1025.326 1289.311 .549 1289.859 6.20 10. 59 1.74 1291. 60 .00 .96 1.44 1. 500 .000 .00 1 .o -1--1--1-I--1--1--1--1--1--1--1--1--1--1- 1.849 .1151 .0401 .07 .55 2.93 .42 .013 .00 .00 PIPE I 1027.175 1289.523 .568 1290.092 6.20 10.10 1. 58 1291.68 .00 .96 1.46 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1. 544 .1151 .0351 .05 .57 2.74 .42 .013 .00 .00 PIPE I 1028.719 1289.701 .589 1290.290 6.20 9.63 1.44 1291. 73 .00 .96 1.46 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 1.301 .1151 .0308 .04 .59 2.56 .42 .013 .00 .00 PIPE -'f-FILE: c2.WSW w s PG w -CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Time: 1:14:54 Date: 8-6-2015 FRENCH VALLEY 160 Page 2 1 a 11 11 11 11 I I 11 11 11 11 I I 11 11 11 11 II I I II II LINE C-2 69872.63 c2 ************************************************************************************************************************ I Invert I Depth I water !No Wth Station I Elev I (FT) I Elev ZL IPrs/Pip -1--1--1--1 L/Elem lch slope I I ZR !Type ch -I- I Q (CFS) vel vel (FPS) Head -1--1--1- SF Ave! Energy I Super lcritical!Flow Top!Height/!Base Wt! Grd.El. I Elev I Depth I Width !Dia.-FT!or I.D. I -1--1--1--1--1--1- HF !SE Dpth!Froude N!Norm Dp I "N" I X-Fall I *********1*********1********1*********1*********1*******1*******1*********1*******1********1********1*******1*******1*** -!---!,,, I******* . I I 1030.020 1289.851 .610 1290.461 6.20 .00 1 .0 -1--1--1--1--1-I- 1.099 .1151 .00 PIPE I 1031.119 1289.977 .633 1290.610 6.20 .00 1 .0 -1--1--1--1--1- I-.930 .1151 .00 PIPE I 1032.049 1290.084 .656 1290.740 6.20 .00 1 .0 -1--1--1--1--1- I-.786 .1151 .00 PIPE I 1032.835 1290.175 .680 1290.855 6.20 .00 1 .0 -1--1--1--1--1- I- .661 .1151 .00 PIPE 9.18 -1- 8.75 -1- 8.35 -1- 7.96 -1- 1.31 1291.77 -1- .0271 .03 1.19 1291.80 -1- .0238 .02 1.08 1291.82 -1- .0209 .02 -1- -1- -1- .00 -1- .61 .00 -1- .63 .00 -1- .66 .96 2.39 .96 2.23 .96 2.08 1.47 -1--1- .42 1.48 -1--1- .42 1.49 -1--1- .42 1. 500 .013 1. 500 .013 1. 500 .013 -1- -1- -1- .000 -1- .00 .000 -1- .00 .000 -1- .00 .98 1291.84 .00 .96 1.49 1.500 .000 -1--1--1--1--1--1--1- .0184 .01 .68 1.94 .42 .013 .00 Page 3 I I I I I I I I I I I I I 1 • I I I I I I I I I I I I I I I I I I I I I I I c2 1033.496 1290.251 .706 1290.957 6.20 7.59 .89 1291.85 .oo .96 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.553 .1151 .0162 .01 .71 1.81 .42 .013 .00 .00 PIPE I 1034.049 1290. 315 .732 1291.047 6.20 7.24 .81 1291.86 .00 .96 1.50 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.457 .1151 .0142 .01 .73 1.69 .42 .013 .00 .00 PIPE I 1034. 506 1290. 367 .760 1291.127 6.20 6.90 .74 1291. 87 .00 .96 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- .369 .1151 .0125 .00 .76 1.57 .42 .013 .00 .00 PIPE I 1034.875 1290.410 .789 1291.199 6.20 6.58 .67 1291. 87 .00 .96 1.50 1.500 .000 .00 1 .o -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- .291 .1151 .0110 .00 .79 1.46 .42 .013 .00 .00 PIPE I 1035.166 1290.443 .820 1291.263 6.20 6.27 .61 1291.87 .00 .96 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1- I--1--1--1--1--1--1--1- .220 .1151 .0097 .00 .82 1.36 .42 .013 .00 .00 PIPE ¥-FILE: c2.WSW W SP G W -CIVILDESIGN Version 14.06 PAGE 3 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time: 1:14:54 FRENCH VALLEY 160 LINE C-2 69872.63 ************************************************************************************************************************ ** ******** I Invert I Depth I water I Q I Vel Vel I Energy I Super !Critical !Flow Top!Height/!Base Wtl Page 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c2 INo Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width I Di a. -FTI or I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem lch slope I I I I SF Ave I HF ISE DpthlFroude NINorm op I IIN" I X-Fall I ZR IType ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ~--!_-I******* I I 1035.387 1290.469 .852 1291.321 6.20 5.98 .56 1291.88 .00 .96 1.49 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.153 .1151 .0086 .00 .85 1.26 .42 .013 .00 .00 PIPE I 1035.540 1290.486 .887 1291. 373 6.20 5.70 .so 1291.88 .00 .96 1.47 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .090 .1151 .0076 .00 .89 1.17 .42 .013 .00 .00 PIPE I 1035.630 1290.496 .923 1291.419 6.20 5.44 .46 1291.88 .00 .96 1.46 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .030 .1151 .0067 .00 .92 .1.08 .42 .013 .00 .00 PIPE I 1035.660 1290.500 .962 1291.462 6.20 5.18 .42 1291.88 .00 .96 1.44 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- -'?- Page 5 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II 11 II 11 -'i'-FILE: e.wsw PAGE l Time:10:42:58 e w s PG w -CIVILDESIGN Version 14.06 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 FRENCH VALLEY 160 LINE E 69872.63 ************************************************************************************************************************ ~-!,,-******** I Invert I Depth I Water I Q I vel vel I Energy I Super lcriticallFlow ToplHeight/lBase Wti !No Wth Station I Elev I (Ff) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-Frlor I.D.I ZL I Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem !Ch slope I I I I SF Ave! HF !SE DpthJFroude N!Norm Dp I "N" IX-Fall I ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I I I I I I I I I I I 1000.000 1306.000 1.137 1307 .137 18.00 9.77 1.48 1308.62 .00 1. 53 1.98 2.000 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 5.326 .0168 .0166 .09 1.14 1. 78 1.13 .013 .00 .00 PIPE I 1005. 326 1306.090 1.137 1307.227 18.00 9.76 1.48 1308.71 .00 1. 53 1.98 2.000 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 73.255 .0168 .0156 1.14 1.14 1. 78 1.13 .013 .00 .00 PIPE I 1078.581 1307.323 1.183 1308.506 18.00 9.31 1.34 1309.85 .00 1. 53 1.97 2.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-24.545 .0168 .0138 .34 1.18 1.65 1.13 .013 .00 .00 PIPE I 1103.127 1307.737 1.231 1308.968 18.00 8.87 1.22 1⇒10.19 .00 1. 53 1.95 2.000 .000 .00 1 .0 Page 1 I ) f I • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I e -1--1--1--1--1--1--1--1--1--1--1--1--1-I-13.026 .0168 .0122 .16 1.23 1. 53 1.13 .013 .00 .00 PIPE I 1116.153 1307 .956 1.282 1309.238 18.00 8.46 1.11 1310.35 .00 1. 53 1.92 2.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-7 .777 .0168 .0109 .08 1.28 1.42 1.13 .013 .00 .00 PIPE I 1123.930 1308.087 1.337 1309.424 18.00 8.07 1.01 1310.43 .00 1. 53 1.88 2.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-4.650 .0168 .0097 .04 1.34 1.31 1.13 .013 .00 .00 PIPE I 1128.580 1308.165 1.395 1309. 561 18.00 7.69 .92 1310.48 .00 1. 53 1.84 2.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-2.471 .0168 .0086 .02 1.40 1.20 1.13 .013 .00 .00 PIPE I 1131.051 1308. 207 1.459 1309.666 18.00 7.33 .83 1310. 50 .00 1. 53 1.78 2.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .769 .0168 .0077 .01 1.46 1.10 1.13 .013 .00 .00 PIPE I 1131. 820 1308.220 1. 528 1309. 748 18.00 6.99 .76 1310. 51 .00 1. 53 1. 70 2.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-JUNCT STR .0825 .0040 .02 1. 53 1.00 .013 .00 .00 PIPE -'f FILE: e.wsw W SP G W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:10:42:58 FRENCH VALLEY 160 Page 2 II II II II 1111 11 II II II II 1111 II II II II 11 11 LINE E 69872. 63 e ----*···-~*·-··-*-·--·*·--··--*---**···------·-*--·-*-·-·*----*·--·········---------·-··-·-·--··~----·--·-·------*··--*-** ******** I Invert I Depth I Water I Q I vel vel I Energy I super Jcritical !Flow TopJHeight/lBase Wt! 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I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem !ch slope I I I I SF Avel HF !SE Dpth!Froude NINorm Dp I "N" IX-Fall I ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I I I I I I I I 1000.000 1308.390 .621 1309.011 8.00 11. 57 2.08 1311.09 .12 1.10 1.48 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-27.610 .0449 .0450 1.24 .74 2.98 .62 .013 .00 .00 PIPE I 1027.610 1309. 630 .621 1310.251 8.00 11. 57 2.08 1312. 33 .02 1.10 1.48 1. 500 .000 .00 1 .0 -1--1--1--[--1--1-I--1--1--1--1--1--1--1- 31.068 .0450 .0450 1.40 .64 2.98 .62 .013 .00 .00 PIPE I 1058.678 1311.028 .621 1311. 650 8.00 11. 57 2.08 1313. 73 .02 1.10 1.48 1. 500 .000 .00 1 .o -1--1--1--1--1--1- I--1--1--1--1--1--1--1- 60.242 .0450 .0450 2.71 .64 2.98 .62 .013 .00 .00 PIPE I 1118.920 1313. 740 .621 1314.361 8.00 11. 57 2.08 1316.44 .00 1.10 1.48 1. 500 .000 .00 1 .0 Page 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I ' I I I I I el -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 135. 765 .0450 .0450 6.11 .62 2.98 .62 .013 .00 .00 PIPE I 1254.685 1319. 853 .621 1320.474 8.00 11.57 2.08 1322. 55 .00 1.10 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 60.536 .0450 .0429 2.60 .62 2.98 .62 .013 .00 .00 PIPE I 1315.220 1322 .579 .639 1323.217 8.00 11.16 1.93 1325 .15 .00 1.10 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 22.578 .0450 .0383 .86 .64 2.83 .62 .013 .00 .00 PIPE I 1337.799 1323.595 .662 1324.257 8.00 10.64 1. 76 1326. 02 .00 1.10 1.49 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 11.871 .0450 .0336 .40 .66 2.64 .62 .013 .00 .00 PIPE I 1349.670 1324.130 .687 1324.817 8.00 10.14 1.60 1326.41 .00 1.10 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 6.218 .0450 .0300 .19 .69 2.46 .62 .013 .00 .00 PIPE I 1355.888 1324.410 .706 1325.116 8.00 9.78 1.49 1326.60 .00 1.10 1.50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 5.945 .0450 .0268 .16 .71 2.33 .62 .013 .00 .00 PIPE ~ FILE: el.WSW w s PG W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:11:21:19 FRENCH VALLEY 160 Page 2 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I f I I I I I I I I I LINE E-1 69872.63 el ************************************************************************************************************************ --!---!-******** I Invert I Depth I water I Q I vel vel l Energy I super I critical I Flow Topi Height/I Base Wt! 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I ZL I Prs/Pi p -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem ICh slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" IX-Fall I ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** -?_-~ I******* I I 1361.833 1324.678 .733 1325 .411 8.00 9.32 1.35 1326. 76 .00 1.10 1.50 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-4.426 .0450 .0236 .10 .73 2.17 .62 .013 .00 .00 PIPE I 1366.259 1324.877 .761 1325.638 8.00 8.89 1.23 1326.87 .00 1.10 1.50 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-3.395 .0450 .0208 .07 .76 2.02 .62 .013 .00 .00 PIPE I 1369. 653 1325. 030 .790 1325.820 8.00 8.48 1.12 1326. 94 .00 1.10 1.50 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-2.646 .0450 .0183 .05 .79 1.88 .62 .013 .00 .00 PIPE I 1372 .299 1325.149 .821 1325.970 8.00 8.08 1.01 1326. 98 .00 1.10 1.49 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-2.073 .0450 .0162 .03 .82 1. 75 .62 .013 .00 .00 PIPE I I I I I I Page 3 • • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I el 1374. 372 1325. 242 .853 1326.096 8.00 7.71 .92 1327 .02 .00 1.10 1.49 1. 500 .000 .00 1 .0 -1--1--1--]--1--1--1--1--1--1--1--1--1-I-1.615 .0450 .0143 .02 .85 1. 62 .62 .013 .00 .00 PIPE I 1375.987 1325.315 .888 1326.203 8.00 7.35 .84 1327. 04 .00 1.10 1.47 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--l--1--1-[- 1.235 .0450 .0126 .02 .89 1. 51 . 62 .013 .00 .00 PIPE I 1377.222 1325.371 .924 1326. 294 8.00 7.01 .76 1327. 06 .00 1.10 1.46 1. 500 .000 .00 1 .o -[--1--[--[--1--1--1--1--[--[--1--[--1-[- .910 .0450 .0112 .01 .92 1.40 .62 .013 .00 .00 PIPE I 1378.132 1325.412 .962 1326. 374 8.00 6.68 .69 1327 .07 .00 1.10 1.44 1. 500 .000 .00 1 .0 -1--[--[--[--[--[- [--1--1--[--1--1--1--1- .627 .0450 .0099 .01 .96 1.29 .62 .013 .oo .00 PIPE l 1378.759 1325 .440 1.003 1326.443 8.00 6.37 .63 1327 .07 .00 1.10 1.41 1. 500 .000 .00 1 .0 -1--1--[--1--1--1-I--1--1--1--1--1--1--1- .369 .0450 .0088 .00 1.00 1.19 .62 .013 .00 .00 PIPE !jl. FILE: el.WSW W s PG W -CIVILDESIGN version 14.06 PAGE 3 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:11:21:19 FRENCH VALLEY 160 LINE E-1 69872. 63 _______________ * ____ ** ____ * _______ * _______ * ____________ ** ____ *** ____ * ____________ ** ____ *** _______________________ * ____ ** ** ******** I Invert I Depth I water I Q I Vel Vel I Energy I super lcriticallFlow ToplHeight/lBase Wtl Page 4 I I I I I I I J I I I I I I I I I I I I I J I I I I I I I I I I I I I I I el INo Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width IDia.-FTlor I.D. I ZL I Prs/Pi p -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem Jch slope I I I I SF Ave! 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HF !SE Dpth!Froude NINorm Dp I "N" IX-Fall I *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1004.250 1315 .000 .748 1315. 748 10.60 .00 1 .0 -1--1--1--1--1-I-10.799 .0434 .00 PIPE I 1015.049 1315 .469 .752 1316.220 10.60 .00 1 .0 -1--1--1--1--1-I-32.042 .0434 .00 PIPE I 1047.091 1316.859 .781 1317 .640 10.60 .00 1 .0 -1--1--1--1--1-I- 15.474 .0434 .00 PIPE I 1062.565 1317. 530 .811 1318. 341 10.60 .00 1 .0 12.05 2.25 1318.00 .00 -1--1--1--1- .0408 .44 .75 11.96 2.22 1318.44 .00 -1--1--1--1- .0380 1.22 .75 11.40 2.02 1319.66 .00 -1--1--1--1- .0335 .52 .78 10.87 1.84 1320.18 .00 Page 1 1.25 1. 50 -1--1- 2.77 .74 1.25 1. so -1--1- 2.74 .74 1.25 1.50 -1--1- 2.55 .74 1.25 1.50 1. 500 .013 1. 500 .013 1. 500 .013 1. 500 -1- -1- -1- .000 -1- .00 .000 -1- .00 .000 -1- .00 .000 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 f -1--1--1--1--1--1--1--1--1--1--1--1--1-I-9.746 .0434 .0295 .29 .81 2.37 .74 .013 .00 .00 PIPE I 1072. 312 1317 .953 .843 1318. 796 10.60 10.37 1.67 1320.46 .00 1.25 1.49 1. 500 .000 .00 1 .0 -1--1--j--1--1--1--1--1--1--1--1--1--1-I-6.826 .0434 .0261 .18 .84 2.20 .74 .013 .00 .00 PIPE I 1079.138 1318.249 .877 1319 .126 10.60 9.88 1.52 1320.64 .00 1.25 1.48 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 5.034 .0434 .0231 .12 .88 2.05 .74 .013 .00 .00 PIPE I 1084.172 1318.468 .912 1319. 380 10.60 9.42 1. 38 1320. 76 .00 1.25 1.46 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 3.818 .0434 .0204 .08 .91 1.89 .74 .013 .00 .00 PIPE I 1087.990 1318. 633 .950 1319. 583 10.60 8.99 1.25 1320.84 .00 1.25 1.45 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 2.920 .0434 .0181 .05 .95 1. 75 .74 .013 .00 .00 PIPE I 1090.910 1318. 760 .990 1319.750 10.60 8.57 1.14 1320. 89 .00 1.25 1.42 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- i'- Page 2 I i I I I I I I I 1 I I I I I I I I I I I I I I I I I I f I f I I I I I I I g -'?-FILE: g.WSW W SP G W -CIVILDESIGN version 14.06 PAGE 1 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Ti me : 11: 2 8 : 5 9 FRENCH VALLEY 160 LINE G 69872.63 ************************************************************************************************************************ ** ******** I Invert I Depth I water I Q I Vel vel I Energy I super lcritical!Flow ToplHeight/lBase Wtl !No Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1-~1--I L/Elem lch slope I I I I SF Ave I HF !SE DpthlFroude NINorm Dp I "N" IX-Fall I ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1000.000 1333.200 .804 1334.004 13.30 13.79 2.95 1336. 96 .00 1.36 1.50 1. 500 .000 .00 1 .0 -1--1---1--1--1--1- I- -1--1--1--1--1--1--1- 3.256 .1007 .0487 .16 .80 3.03 .66 .013 .00 .00 PIPE I 1003.256 1333.528 .826 1334.354 13.30 13.34 2.76 1337 .12 .00 1.36 1.49 1.500 .000 .00 1 .0 -1--1--1--1--1--1- I- -1--1--1--1--1--1---1- 3.843 .1007 .0439 .17 .83 2.88 .66 .013 .00 .00 PIPE I 1007.099 1333. 915 .858 1334. 773 13.30 12.72 2.51 1337 .29 .oo 1. 36 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 3.129 .1007 .0388 .12 .86 2.67 .66 .013 .00 .00 PIPE I 1010.228 1334. 230 .893 1335 .123 13.30 12.13 2.28 1337.41 .00 1.36 1.47 1. 500 .000 .00 1 .0 . Page 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I -1--1--1--1--1--1-g -1--1--1--1--1--1--1-I-2.576 .1007 .0343 .09 .89 2.48 .66 .013 .00 .00 PIPE I 1012.803 1334.490 .929 1335 .419 13.30 11.56 2.08 1337. 50 .00 1.36 1.46 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 2.132 .1007 .0304 .06 .93 2.29 .66 .013 .00 .00 PIPE I 1014.935 1334. 704 .968 1335.673 13.30 11.03 1.89 1337. 56 .00 1. 36 1.44 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1. 764 .1007 .0270 .05 .97 2.12 .66 .013 .00 .00 PIPE I 1016.699 1334.882 1.010 1335.892 13.30 10.51 1. 72 1337. 61 .00 1.36 1.41 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.454 .1007 .0240 .03 1.01 1.95 .66 .013 .00 .00 PIPE I 1018.153 1335.029 1.054 1336.083 13.30 10.02 1. 56 1337.64 .00 1.36 1.37 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-1.183 .1007 .0214 .03 1.05 1.80 .66 .013 .00 .00 PIPE I 1019.336 1335 .148 1.102 1336.250 13.30 9. 56 1.42 1337. 67 .00 1.36 1.32 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.937 .1007 .0192 .02 1.10 1.64 .66 .013 .00 .00 PIPE !?-FILE: g.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:11:28:59 FRENCH VALLEY 160 Page 2 I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LINE G 69872. 63 g ************************************************************************************************************************ ~J.. J. .. • ... J.J..J • .J.** I Invert I Depth I Water I !No Wth Q I vel vel I Energy I super lcriticallFlow ToplHeight/lBase Wt! station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem !ch slope I I I I SF Ave! HF !SE Dpth!Froude NINorm Dp I "N" IX-Fall I ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ~* I******* I I 1020.274 1335.242 1.155 1336.397 13.30 9.11 1.29 1337.69 .00 1.36 1.26 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.706 .1007 .0173 .01 1.15 1.49 .66 .013 .00 .00 PIPE I 1020.980 1335. 313 1.213 1336. 526 13.30 8.69 1.17 1337. 70 .00 1.36 1.18 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--[--1--1-I-.472 .1007 .0157 .01 1.21 1.34 .66 .013 .00 .00 PIPE I 1021.452 1335. 361 1.279 1336.640 13.30 8.28 1.07 1337.71 .00 1.36 1.06 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .188 .1007 .0145 .00 1.28 1.19 .66 .013 .00 .00 PIPE I 1021. 640 1335. 380 1.361 1336.741 13.30 7.89 .97 1337. 71 .00 1.36 .87 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 'f Page 3 11 11 II 11 1111 II II II II II 1111 II II fl II fl II h i FILE: h.WSW W s PG w -CIVILDESIGN version 14.06 PAGE 1 Program Package Serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:11:37:44 FRENCH VALLEY 160 LINE H 69872.63 ************************************************************************************************************************ ..... ~ J..J,..J..J .. J-J.J....-.. I Invert I Depth I water I Q I vel vel I Energy I super lcritical!Flow ToplHeight/lBase Wtl !No Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I width IDia.-FTlor I.D. I ZL IPrs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem jch slope I I I I SF Avel HF !SE DpthlFroude NINorm Dp I "N" Ix-Fall I ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1005.000 1366.800 .571 1367. 371 6.80 11.00 1.88 1369. 25 .00 1.01 1.46 1.500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-1.175 .0460 .0442 .05 .57 2.98 .57 .013 .00 .00 PIPE I 1006.175 1366.854 . 571 1367.425 6.80 11.00 1.88 1369.31 .00 1.01 1.46 1. 500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I-33.310 .0460 .0415 1.38 .57 2.98 .57 .013 .00 .00 PIPE I 1039.485 1368. 387 .592 1368 .979 6.80 10.49 1. 71 1370.69 .00 1.01 1.47 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-13.943 .0460 .0364 .51 .59 2.78 .57 .013 .00 .00 PIPE I 1053.428 1369.028 .613 1369.642 6.80 10.00 1. 55 1371.20 .00 1.01 1.47 1. 500 .000 .00 1 .o Page 1 I I I ) I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I h -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 8.465 .0460 .0320 .27 .61 2.60 .57 .013 .00 .oo PIPE I 1061.893 1369.418 .636 1370.053 6.80 9. 54 1.41 1371. 47 .00 1.01 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 5.856 .0460 .0281 .16 .64 2.42 .57 .013 .00 .00 PIPE I 1067.749 1369.687 .659 1370. 346 6.80 9.09 1.28 1371. 63 .00 1.01 1.49 1. 500 .000 .00 1 .0 -1--1--1-I--1--1--1--1--1--1--1--1--1--1- 4.323 .0460 .0247 .11 .66 2.26 .57 .013 .00 .00 PIPE I 1072.072 1369. 886 .684 1370.570 6.80 8.67 1.17 1371. 74 .00 1.01 1.49 1.500 .000 .00 1 .o -1--1--1-I--1--1--1--1--1--1--1--1--1--1- 3.311 .0460 .0217 .07 .68 2.11 .57 .013 .00 .00 PIPE I 1075.383 1370. 038 .709 1370.748 6.80 8.27 1.06 1371.81 .00 1.01 1. 50 1.500 .000 .00 1 .o -1--1--1-I--1--1--1--1--1--1--1--1--1--1- 2.588 .0460 .0191 .05 .71 1.97 .57 .013 .00 .00 PIPE I 1077.970 1370.157 .736 1370.893 6.80 7.88 .96 1371. 86 .00 1.01 1. 50 1. 500 .000 .00 1 .0 -1--1--1-I--1--1--1--1--1--1--1--1--1--1- 2.044 .0460 .0168 .03 .74 1.83 .57 .013 .00 .00 PIPE !j?-FILE: h.wsw W s PG w -CIVILDESIGN Version 14.06 PAGE 2 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Time:11:37:44 Date: 8-6-2015 FRENCH VALLEY 160 Page 2 I t I I I I I I I I I I I I I J I I I I f I I I I I r I I I r I r 1 I I I I LINE H 69872.63 h ************************************************************************************************************************ ** ******** I Invert I INo Wth Depth I Water I Q I Vel Vel I Energy I Super I Critical I Flow ToplHeight/lBase Wtl station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd. El. I Elev I Depth I Width IDia.-FTlor I.D. I ZL l Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1--I L/Elem ICh slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I UN" IX-Fall I ZR !Type ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** J.J.. 1-'--'-J..J.. .... J.J. I I 1080.014 1370. 251 .764 1371.015 6.80 7.52 .88 1371. 89 .00 1.01 1. 50 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- 1.609 .0460 .0148 .02 .76 1. 71 .57 .013 .00 .00 PIPE I 1081. 623 1370.325 .794 1371.119 6.80 7.17 .80 1371. 92 .00 1.01 1.50 1. 500 .000 .00 1 .o -1--1--1--1--1--1- I- -1--1--1--1--1--1--1- 1.259 .0460 .0131 .02 .79 1. 59 .57 .013 .00 .00 PIPE I 1082.882 1370. 383 .825 1371. 208 6.80 6.83 .72 1371. 93 .00 1.01 1.49 1.500 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-.965 .0460 .0115 .01 .82 1.47 .57 .013 .00 .00 PIPE I 1083.847 1370.428 .857 1371. 285 6.80 6. 51 .66 1371. 94 .00 1.01 1.48 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I- .709 .0460 .0102 .01 .86 1.37 .57 .013 .00 .00 PIPE I I I I I I Page 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I ' I I I I I h 1084.556 1370.460 .892 1371. 352 6.80 6.21 .60 1371. 95 .00 1.01 1.47 1. 500 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1-I-.488 .0460 .0090 .00 .89 1.27 .57 .013 .00 .00 PIPE I 1085.044 1370.483 .928 1371. 411 6.80 5.92 . 54 1371. 96 .00 1.01 1.46 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- .281 .0460 .0080 .00 .93 1.18 .57 .013 .00 .00 PIPE I 1085.325 1370.496 .967 1371.463 6.80 5.65 .50 1371. 96 .00 1.01 1.44 1. 500 .000 .00 1 .o -1--1--1--1--1--1-I--1--1--1--1--1--1--1- .095 .0460 .0071 .00 .97 1.09 .57 .013 .00 .00 PIPE I 1085.420 1370.500 1.009 1371. 509 6.80 5.38 .45 1371. 96 .00 1.01 1.41 1. 500 .000 .00 1 .0 -1--1--1--1--1--1-I--1--1--1--1--1--1--1- f Page 4 II II II II 1111 II II II II fl 1111 II II 11 II Jl fl i ~ FILE: i.WSW W s PG W -CIVILDESIGN Version 14.06 PAGE 1 Program Package serial Number: 3093 WATER SURFACE PROFILE LISTING Date: 8-6-2015 Time:11:25:45 FRENCH VALLEY 160 LINE I 69872.63 ************************************************************************************************************************ ** ******** I Invert I Depth I Water I Q I vel vel I Energy I super !Critical !Flow Top!Height/lBase Wt! !No Wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El. I Elev I Depth I Width !Dia.-FT!or I.D. I ZL !Prs/Pip -1--1--1--1--1--1--1--1--1--1--1--1--1- -I L/Elem !Ch slope I I I I SF Ave I HF !SE Dpth]Froude N!Norm Dp I "N" I X-Falll ZR !Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I*** ** I******* I I 1000.000 1315. 500 .838 1316. 338 14.30 20. 34 6.43 1322.76 .00 1.00 .74 1.000 .000 .00 1 .0 -1--1--1--1--1--1--1--1--1--1--1--1--1- I-5.081 .1883 .1530 .78 .84 3.67 .76 .013 .00 .00 PIPE I 1005.081 1316.457 .853 1317 .310 14.30 20.03 6.23 1323. 54 .00 1.00 .71 1.000 .000 .oo 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1-I- 12.085 .1883 .1459 1. 76 .85 3.52 .76 .013 .00 .00 PIPE I 1017.165 1318. 733 .907 1319.640 14.30 19.10 5.66 1325. 30 .00 1.00 .58 1.000 .000 .00 1 .o -1--1--1--1--1--1--1--1--1--1--1--1--1- I-10.445 .1883 .1484 1. 55 .91 2.96 .76 .013 .00 .00 PIPE I 1027.610 1320.700 .999 1321.698 14.30 18.21 5.15 1326.85 .00 1.00 .08 1.000 .000 .00 1 .o Page 1 ----Exhibit B: Curb Inlet Calculations --To be provided along with construction drawings. ----- ------------ ----- -- D:171922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx - -----Exhibit C: Basin BB-1 Exhibit ------... ------------- -- ------D:171922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx -- \ \ ~ q • .... ~ Ii) • A & i A • I I t • * i I i I I I • • I I I I I I I 1 I I I 1 LEGEND EXH/BIT':-4' BASIN BB-I AREAS fJ .,////. / //II A WEST £4ST TrJTAL EXIST. POC BOTTOM BASIN ARE4 PROPOSED SB&O BOTTOM BASIN Ali'E4 . I BASIN DATA TAB/.£ II'\>-/ ORGINAL R£VISE ARE4 (S.F.) Ali'E4 {S.F.) 6,044 6,044 8,272 9,575 14. 316 15.619 CHANGE (S.F.) - +1,303 +1,303 I I \ / I ~ 1t '~- \_,/ ~►-( i,'1~ 0 / / -- / 11 ------ ¢::1 ~ ::,i /I~ I ~ ~ _./, '.s is I ,d 7 .0! I 11/1~ , I I/ I ,, I I I. i ct., ; I I I ~ i/1 I " :1/ ! <t /ii! ~ /j ! j ; ~ 1,1 i k: ! ! / I ~ ----------~··-:., • .. ( L ~ ( BASIN 881 AJ1; I -.....-.....i--.... ~....;;;;~-:-~-=-=-~----··~----=--:.==--,,fri::.:-..:::. \~' \ /£Asr> >(__/ ///'--<!; i < 7 \ ~ \ · .. " / \( 1/ /,, /111/., -,. =--\ ' \ ;·'\:) / / 1// / / /// ~ 7 / / / ····/41"' / l1 A-. /;/4:'",/' ~.::;//~,;_.1/// ' /···> \ -/7,, I..., , I , //' ', --<:,"' . _/ . " 1..------.. --_,,/, , '/~ ",,/ . / i:j -\ ,, ~ ,,;, _·.;c::;-,;,,// / / ~ -,_./·-· ---J~-----)':____-· -·-,; / /4// /~>::~~~-::✓✓:,✓://;,/ ~ ,::--~-----_.-'(oY'''<'•, """-.... ~A '\\ \ \~\ "--._ --------1111///);''/./,,/ ,/,,/_./ /' E" i,.i~ .•.•. ~--~''T""·--....._ -, ',,_ ............... ~ ~ J \\ ·-\\\ --------...:::. ___ ,_ -' /,::;:~/ / / / _,,, - ,_ ' ~-:-:~==--,/ -----,, ~-~ --. -, /!fl(ffJJE~~-;; .-; j~ ;{J(:~/41?,-;;, ! ·--....._ -----___ ... ----'--.....__PROJECTBOUNIJARY \:!1/i/i!i//if!ii' ------__ :-:---~----:-//;;;;;~/// ~ hvD)----···"'""'-.,,. A//i//fll./i/!l! -/~/;, t' ,,' ,l/,//1 .! :/ ~ -· .J1·"·"'·• 1 I 1' f ! ! 1 111: :, 1 r I / i 1 , I 1 ( \ ~ ·-··--·-· ----, : I 1: 1) 11: 1: /;,; i ; · 1 1 1 , 1 ( ', \ ~ --II 1/\l~!!!Jl!;I!!\\ / I iJ/\ l\ ~ SB&D~i f'LANNING ENGINEEFllNG SUl~VEYING ~ 1-20-16 71920.60 - 111111 -11111 ----------------------- - -- -- Exhibit D: Drainage Basin Exhibit (PDC) D:\71922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx --~ ... •JII"' .... ,,..,: ~~3116'2015 .,: 2~_02.._DrainageBa.sin_ 11:..17 P:\2~8.20015\M,d\2468_02_Dras,ageBa.sin_ 11x 17 .mxd 'lJib ma,7 be~ !ton, Nlk:lus-•-s ,oift,di/r-,...,. ol•ccu•«J.For~•lab on '"",..;ydM Hllitifpf•• ,. b M•r. D .. _.,..,_ -~. 0 -~a~~ ,--Lt ~l ::~t~·.1 ltT'..&,• __ ~:;, -r.111 .. .......-1 ... . -. ---~ -...... '-• ',. I ~ "' .,.,t,l ·~ . ~~·,;.- t ·-~~--f ~~ ~;,,' Legend * Point of Compliance Biorentention/Hydromod • < ~ .,, Post Project Drainage Basins [iii] Drainage Basin 1 -13.7 Ac. [iii] Drainage Basin 3-2a -8.7 Ac. ;;;,;fl :!!ZY-',: -.~ , ·".;'('., I I Drainage Basin 3-2b -5.2 Ac. ·aWlage Basin 4 -24.SAc. lnage Basin 5 -7 .7 Ac. Drainage Basin! L IF-et 150 300 I; PROJECT DESIGN CONSULTANTi -- --Exhibit E: Tributary Area & Impervious Area Table (PDC) - - ------------ --- - D:\ 71922 QC PA R-2\Reports\Hydrology\20160 I 18, QCR I R2, Combined Drainage Report.docx -- , •,,a• 1 1 t j I Ii ti 11 it 11 11 11 11 11 I I 11 11 I I WQ 85th Percentile depth= 0.65 in tsasm voIume-oasea ~izm1 tor water \olUanw I reatment tc.equ1remem:s Provided Provided Basin WQ Basin Bottom Area with Current Computed% Bioretention/ Drainage Impervious Volume Volume Sandy Loam Basin $ize Sizing Area Hydromod Basin Area (ac) /Vea (AC) Cwa<1> (AF)(2) (AF) (SF) Result factor 1 13.72 6.85 0.55 0.41 2.64 13138 OK 4 3-2-a 8.66 4.99 0.62 0.29 2.03 8705 OK 3.7 3-2-b 5.2 3.60 0.72 0.20 0.8 5708 OK 3.5 3-3 7.5 4.81 0.68 0.28 1.17 8896 OK 4 3-7 3.73 0.92 0.32 0.07 0.35 1725 OKi 3.3 4 24.59 15.09 0.65 0.87 6.54 27815 OK 4 5 7.72 5.47 0.74 0.31 1.63 10041 OK 4 Notes: 1) Cwa=Composite runoff factor per Section 4 of SUSMP=(impervious area*1 +0.1 *pervious area)/total area 2) WQ Vol=WQ 85th Percentile depth* Cwo.* Area 3) Computed % sizing factor = Provided Basin Bottom Area with Sandy Loam (SF) / (Cwa * Area) * 100 =t (/) oc 3 3 (1)3 CD Sll 0 .., ~-'< 00 ::::, -h =CJ (").., -D,) --- -~ ~ s::cc Sll CD en S20 ,-+ CD -.., 3 :E-O 0~ -I --JJ g c-en '< )> "Uci3 CJD,). 0 en -.. --- ------ -- - ----- --.. ..., - - Appendix San Diego County June 2003 Hydrology Manual References Soil Group Map Runoff Coefficient Table Isopluvial Rainfall Maps 100-year, 6-hour & 24-hour duration Figure 3-1 IDF Chart D:171922 QC PA R-2\Reports\Hydrology\20160118, QCRIR2, Combined Drainage Report.docx ~ I I C I I I I I a - 33"3()L- ~ ;.. ... ,... Orange ~1--~------#~-----,:::r ->-· County 33°15' --- 33°00' 32°45' 32°30' -- -0 f)) I ('l ! .,.,. --L ,,,,,,. ----..,,... . ('l ! -- 0 I"') ,._ 0 ('l ~ ~ ,:, -- io .-,.._ ,... ,... io .... 0 ,-... ... .... ------- 8 • ,-... ... ... -+ 8 ,-... ,... ,-- - io ..,. 0 co ,... .... Riverside I County M e .. ------io ~ (0 ..--- ~ i0 ,... .... I . 0 X ' C I -----· -! ------g io ,... ... rn ..... iD .... ...... __ _J _ -·--· l() -CD .-.... ----··--33°30' ---- 33•15· 33°00' 3 "C co ::J. e. g C :J '< ---32°45' 32°30' County of San Diego Hydrology Manual . ~ ... ::: ,, ,, ,~~~ ~1 -• I ·-/' / Soil Hydrologic Groups L~~nd Soil Groups I =.J GroupA -GroupB ,_ Groupe :----7 ' I '--' GroupD Undetermined Data Unavailable --------------------~ D PW ·-GIS -,l~-•11",..,,,.,,.. __ ;t,,·s..i.a• _,anuIS We HaY<: Sa.n Diego C:nvcmll N 1;1s uAP ,,; PROIGTl ~ ft<0U r w"1l1Wffi' Of NfY t<IND. OToiiR UCPIIC! 4 OIINl'UEO 11nW11..,8Vl110ruunto•o rH1<1MPt1EOW_,1t~ r, ~,-,rtNl!Jfll'Nl'SUOI' • PNUICLUA~--•a.,a,._ ,.~- s "l"'-,waotidl ,.,__., W'bln~ IKIIIW ._ SANON:, RIICJIClf'I,.., E ••-~---.. ,..,.. _ _,._ _ ...,. ~ 'lllan al~ O.plOllille,l~~•,.....,.-'ONMt--n1~.,..1 _.,_., __ _ 3 0 3 Miles ~ I I I f .I I I I I I I I I I I I I I I I I I 11 11 11 II II 11 11 II ~au Diego County Hydrology Man:oa1 Date: June 2003 Table3-l .. Section: Page: RUNOFF COEFFICIE1'1TS FOR IDmAN AREAS Land Use I Rnno:ff Coefficie.rtt "C" · Soil TyPe NR.CS Elements Co Elements %IMPER. A B Und:istmbed. Natural. Terrain (Natural) Permanent~ Space 0* ().20.-0.25 Low Den~ity Residential (LDR) Residential, LO DU/A or less 10 o.z, 0.32 Low Density Residential (LDR) R.esidenu-al. 2.0 DU/A ot less 20 034 0.38 Low Density Residential (LDR.) Residential,~ DU/A or less 2S 0.38 · 0.41 Medium Density Residential (MDR) R,esidentia.I, 4.3 DU/A ar les~ ~o 0.41 0.45 'M:ednm:l Density Residential (Ml)R) Residerrfial, 7 .3 DU/A or less 40 0.48 0.51 Medimn DeDSity Residential (MDR) R.esidentiaI, 10.9 DU/A or less 45 0.52 0.54 Medr.:.UU Density R.esiden$1 (MDR) Residen#a]. 14.S DU/A or less 50 0.55 • 0.,58 High Density Residential {HDR) I Residential, :24.0 DU/A <>r less I 65 0.66 0.67 High :Oeasity Residential (HDR) Residential, 43.0 DU/A or less 80 0.76 0~11 Commercial/In~trial (N. Com) Neighborhood Coinmercial 80 0.76 0.77 Comm~dostrial (G. Com) Genenu Commercial: 8$ 0.80 o.so Co:imnercial/Jndustcial (O:P. CcmJ.) Office Professional/Commetcial 90 0.83 0.84 Co.mmercia1/In~a1 (Lm:uted L} LlmiM Xn.dustrial -90 0.83 0.84 Commertjalffud.nstrial (Gen~ L) General In.dostrial 95 0$7 <1.87 C 030 036 0-42 0.45 0.48 0.54 O..sl 0.60 0.69 0.78 0.78 0.81 0.84 0.84 OZ! 3 6of26 D 035 0.41 0.46 0.49 0.52 0.57 0.6Q 0.63 ~ 0.79 0.79 0.82 0.85 0.85 0.87 ~ values associated with 0% impervious may he nsed. 'fur direct calcu1ation of the :mnoff coefficient ~ desc;ribed in Section 3_1.,2 (rep.resen.ting the pervious n:moff coefficient, Cp, for the soil type), or for~ that will :remain. ~c;fu,~ Ill petpetaity. Ju...qificafion IIIUSt be ghren that the area. will remam natra:aI forever ( e.g., the 1'lXea is located in Cleveland National Forest).. . DU/A= dwelling 1ln:its per acre :NRCS = National ~urees Conservation Service 3-6 County of San Diego Hydrology Manual Rainfall Jsopluvials N THIS MAP IS PROVIDED WITHOUT WARRANTY OF ANY KIND, V.ITHER P.XPflijS OR IMPLIED, INOI.UDINO, OUT NOT LIMrtl:D TO, THE IMPLIED WARRANTIES 4 OF MERCIIANTAOILITY ANO FITNESG FOR A PARTICULAR PURPOSE. Copyright SonOIS, All Rlghlt Ro1e,vod. This f>rodUcla moy conllln lilfonna!lon frCIII 1110 SANOM RO{llonol . E lriforn1ollon BY>l•m which cRMol bo roproducod without lho wrlllon porml1810ll of BANDAG, Tli• prodUcl n1oy coololn lnformoUon which hoa boon roproducod wflh pormloalon 9ranlod hy Tho/nos OrolhoJS Map,, s 3 O 3 Miles ~==s Co1mty of San Diego Hydrology Manual Raiefall Isopluvials 100 Year Rainfall Event-24 Hours !sopluvlal {Inches) 3 Miles 11 11 II 11 111111 f I 11 11 11 11 11 II I I I I I I I I f 1 ! 10.0 l .-.c-+=-:,c-;-d~rnh-rn+iTTTnminmmd-mrrrm"hmmmimmrrtTmTtirrrrTTITmnlmlf f 9~P~~~~~tt~**~~~~mmm~mmt I EQUATION = 7.44 P5fj0.645 1N+~-d---P}-.;t-J~~~H¢~~~:mfittt11ffimtITTfl1 t = Intensity (in/hr) P5 :::; 6-Hour Ptecipitation (in} "D = Duration (min) 201 I i il'W i I t flt! li I ITNwJ!lli Dir-actions for Application: (1) From precipilation.ma1J$ determine 6 hr and 24 hr amounts for the selected _frequency. These maps are inducted in 1he Coonly·l-lydrologyManoaJ (10, 50, and 100yrmaps indUded in the ·nesign.and Procedure Manual}. (2) k:ljust 6.hr precipitation {ii' necessary} ,so that rt is vJ!frlm the range ot 45% to SSU/4 Cf the 24 hr precipitation {oot applicaple to Oesert}. (3} P!Ot 6 ht precipifafion on 1he tight side of the chart. {4) Draw a.line tfu:ough the point parallel to the ptotted lines. (5} ~-line is fhe-iniansity-duraoon cuwe for the focaoon being anatyzect_ Application Fonn: LJ I.:::! I I I I {a) Sefectedfrequency/oO year 0 t O ' I LC I I iefi . J ,~ I II i {b)?6= i 'f in.,P24= ~/ ID- p6 = :Jt.1_ %{2) 'P24 .. -- i o 1.0 I ti§. G l i ?l-ill ~ l 1'-l! !~i:rH .. rtHJH{!wmll 6.Q-~ {<:} Adjusted p6(2) = z. 'I ~ In. :::0.& I J i • 0 I ! l:so.7 I i 1 ~:5.5 -m. :~.o g 4:5"'§? ·o 4:.0 ::r i I I 0.6 . I •0.5 11 I Ill a.o I l I l I ID!& ! t ! 1-hl : t ~ I f.:1:11 fliN¾llml ·i.s A I 04 ! ' • I 2.5 -. 11 I 11 i O.S. , , L J i . f l I r i I ·2.0 I ~t:t:t:t:::: :j::j::p::p::q:t~~ttm t ! f I i ' i ! I I I ' 1 0_1 ~ : ! : ~ I s s 7 s s·rn 1s 20 30 40 50 1 2 s 4 s i M"tnutes Hours i Dtlraaon •1.5 1.0 6 lntensif.y-Dutatiol, Design Chart-Templai'e {dffx:= __ min. (e} I= __ in.lhr. Note: This.chart replaces the Intensity-Duration-Frequency curves used•since 1965. s 15.81 12.72 10:ii, 7.18 6.45 5.60 i 4.98 _:~ iV-~ t .. i~i -•~t'l.J~l~f 2~ I ?RQ.: ?m:f: I "=II.~ t a58 .79 l 4.13 -~ ,u.wa fv.,,;ou'f 1..U-Ol' .1~.i"l~::'1-~I' '7."'I? f ?~ l :!).-::IC!: ..-,.LY, i 3.18 90••UHI t\LOU~f A...t.L!'ll:-2'"&t'1.__cq:I '1 R'.l ~ 1 AA ~ ..,J'lf'! l ~r,r-1_· 2..45 120 . 0.-1v.:,1 ~ W>a • 1_.0211.$'! 1.36 1..53 i 1,jp• 1$7 2.04 15D ru!9 .O:# a5e o..73 0 i1.n:3 1~18 1.32 I 1.47 • 1.62 ! 1.76 mo .t).26 o.39Hl.S21 o..ss n:ra a91-t.G4 1.1e 11.a1 1 1A4 1:.57 ruu o.ss 1.00 i 1.1~ ! 1.:30 o.75 [9.85 ! 6.94.11.03 l 1..·1'3 , V.:,tSf 0.6'il~75 [tl.84f.<).l32l 1.00 FIGURE I s-1 I