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HomeMy WebLinkAboutTract Map 13018 Parcel 1 Hydrology&HydraulicPROJECT NO: J FILE CATETORY: SITE DRAINAGE PIPE HYDROLOGY/HYDRAULIC CALCULATIONS FOR PLATTS RESIDENCE 13018 GREEN TREE ROAD TEMECULA, CA QPOFESS/0Nq I B lFy y2` m o. C- CI FOF CAt,\ August 18, 2015 For John & Lisa Platts 41575 Avenida Bordeaux Temecula, CA 92592 21873BRATENE Civil Engineers - ic. 78242Genera/ Contractors -Lic. 378242 CONSTRUCTION Bc 41625 Enterprise Circle So. #8-2 ENGINEERING Temecula, CA 92590 Phone: (951) 201-2542 A R C F C a W C D rIYDROLOGY ]MANUAL RATIONAL METHOD CALCULATION FORM Sheet No._ of _Sheets PROJECT _P4-1TTs 01FrioEr<+ g r'CCalculatedbyayi3ts_ FREQUENCY Checked DRAINAGE Soil a A I C A IL QSECTION v L T £ T REMARKSAREADevelapwentAcresin/hr. CFS CFS FPS FT. MIN. 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Maximum area = 10 Acres 5 900 80 a 800 70 0 H 6 dU 00 a 700 60 0 5 30o v 0 200 7 — c o oNE ' 100 aCi 600 a 50 0 80 E 0 0 60 y c 0 50 8 — 0 a E 0 10 30 500 0 o c a 20 9 p 35 0 io 10 - a m 8 E K Ai o 6 I I i` 400 30 Q Undeveloped T Good Cover 0 „ 2 12 a m 350 25 w n c Undeveloped c 1.0 Fair Cove 0 6 w s 300 E Undev ped 4 14 N c 20 Poo Cover 0 ' 3 l21 15 ? 19 2 c 250 12 17 Si91e Fa ' y 50 i 17 E I6 0/4 cre) v C18 — L o 15 C mercial 0— 19 U J 200 13 Pav 20 0 c w 25 04 150 KEY 0 E 9 L-H Tc-K-Tc w 8 30 77Min EXAMPLE E_ 7 1) L =550', H =5.0;K=Single Family(1/4Ac.) F- Development ,Tc = 12.6 min. 35 6 100 2) L=550', H =5.0', K= Commercial 40Development, Tc=9.7 min. 5 4 Reference:Bibliography item No. 35. R C FC 13 W C D TIME OF CONCENTRATION HYDROLOGY MAWAL FOR INITIAL SUBAREA PLATE D-3 Worksheet for Circular Pipe - 7 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.010 Channel Slope 0.01100 ft/ft Diameter 0.54 ft Discharge 0.92 ft'/s <--G?[p - wan CPILCr Results Normal Depth 0.43 ft Flow Area 0.20 ft2 Wetted Perimeter 1.20 it Hydraulic Radius 0.16 ft Top Width 0.43 ft Critical Depth 0.47 ft Percent Full 80.1 Critical Slope 0.00960 ft/ft Velocity 4.68 ft/s Velocity Head 0.34 ft Specific Energy 0.77 ft Froude Number 1.22 Maximum Discharge 1.01 ft'/s Discharge Full 0.94 ft3/s Slope Full 0.01055 ft/ft Flow Type SuperCritical GVF Input Data Downstream Depth 0.00 If Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 80.12 Downstream Velocity Infinity fUs Bentley Systems,Inc. Bentley FlowMaster V8i(SELECTseries 1) [08.11.01.031 815120154:42:29 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06796 USA +1-203-765-1666 Page 1 of 2 Worksheet for Circular Pipe - 1 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.43 ft Critical Depth 0.47 It Channel Slope 0.01100 ft/ft Critical Slope 0.00960 fUft Bentley Systems,Inc. Ben0ey FlowMaster V8i(SELECTseries lI (08.11.01.03] 8/5/2015 4:42:29 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1.203-756-1666 Page 2 of 2 Cross Section for Circular Pipe - 1 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.010 Channel Slope 0.011()0 ft/ft Normal Depth 0.43 ft Diameter 0.54 ft Discharge 0.92 ft-/s Cross Section Image UT0.54 ft O,43ft 1 V_ 1 N H: 1 Bentley Systems,Inc. Bentley FlowMaster V8i(SELECTseries 1) [08.11.01.03] 8/612015 4:44:12 PM 27 Siemens Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page i of 1 ti Worksheet for Circular Pipe - 7 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.010 Channel Slope 0.15000 ft/Il F SLYt¢E Eat? of PIAe Diameter 0.50 ft Discharge 0.92 ft-/s Results Normal Depth 0.20 ft Flow Area 0.07 ft Wetted Perimeter 0.68 ft Hydraulic Radius 0.11 ft Top Width 0.49 ft Critical Depth 0.46 ft Percent Full 39.2 % Critical Slope 0.01377 ftM Velocity 12.88 file Velocity Head 2.58 R Specific Energy 2.77 ft Froude Number 5.93 Maximum Discharge 3.04 ft3/s Discharge Full 2.82 ft'/s Slope Full 0.01591 ftlll Flow Type SuperCr tical GVF Input Data Downstream Depth 0.00 it Length 0.00 it Number Of Steps 0 GVF Output Data Upstream Depth 0.00 it Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 39.22 % Downstream Velocity Infinity ft/s Bentley Systems.Inc. Bentley FlowMaster V8i(SELECTseries 1) [08.11.01.031 811912015 10:33:09 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA H-203-756-1666 Page 1 of 2 Worksheet for Circular Pipe - 1 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth D.20 It Critical Depth 0.46 ft Channel Slope 0.15000 ft/ft Critical Slope 0.01377 ft/ft Bentley Systems,Inc. Bentley FlowMaster V8i(SELECTseries 1) [08.11.01.03] 81191201610:33:09 AM 27 Siemens Company Drive Suite 200 W Watertown,CT 06796 USA •1-203-755-1666 Page 2 of 2 Cross Section for Circular Pipe - 1 Project cripti' Des on - Friction Method Manning Formula Solve For Normal Depth Input Data` Roughness Coefficient 0.010 Channel Slope 0,15000 ft/ft Normal Depth 0.20 ft Diameter 0.50 It Discharge 0.92 ft'/s Cross Section_Image 0.50 ft T 0.20 ft T V: 1 K 1 Bentley Systems,Inc. Bentley FlovMlaster Val(SELECTseries 1) [08.11.01.031 8/191201510:34:33 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA -1-203-756-1666 Page 1 of 1