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HomeMy WebLinkAboutTract Map 3552 Lot 93 Hydraulic Calculations LA COS'A ENGtlNlflER.tl'Nl<Ui . IR 3~z... LoT'ct3 1950 KELLOGG AVE. CARL5BAD. CAlifORNIA 92008 TEl760-9Jl-0290 fAX4J8-5251 EMAll: Icen~r@(onnectnet.com CIVIL. STRUCTURAL MECHANICAL. PETROLEUM HYDRAULIC CALCULATIONS RECEIVED SEP 1 6 2002 CITY OF TEMECULA ENGINEERING DEPARTMENT PREPARED FOR: GUNDERSON RESIDENCE NE CNR. CABRILLO AVE. & JOHN WARNER RD. TEMECULA, CA. 92592 PREPARED BY: LA COSTA ENGINEERING 1950 Kellogg Avenue Carlsbad, CA 92008 (UN- \;oKt? , 0 -II) -o-z \ , . . Triangular Channel Analysis & Design Open Channel - Uniform flow worksheet Name: Drainage @ Steep Sl (Comment: 1 Solve For Depth Given Input Data: Left Side Slope.. Right Side Slope. Manning's n...... Channel Slope.... Discharge........ (Computed Results: Depth. . . . . . . . . . . . Velocity........ . Flow Area........ Flow Top Width... Wetted Perimeter. Critical Depth... Critical Slope... Froude Number.... 2.40:1 (H:V) 2.40:1 (H:V) 0.018 0.2140 ft/ft 200.00 cfs ..::: -Z.s I 1. 63 ft 31.53 fps 6.34 sf 7.80 ft 8.45 ft 3.36 ft 0.0044 ft/ft 6.16 (flow is ( rc' W\~l? ~1~t1) "l.<sI""~J ./' Supercriticall Open Channel Flow Module, Version 3.12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 2- ~ . . Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: Drain. @ Bot. of Sl Comment: 2 Solve For Depth Given Input Data: Left Side Slope.. Right Side Slope. Manning's n...... Channel Slope.... Discharge....... . Computed Results: Depth. . . . _ . . . . . . . Velocity........ . Flow Area........ Flow Top Width... Wetted Perimeter. critical Depth... Critical Slope... Froude Number.... 8.00:1 (H:V) 8.00:1 (H:V) 0.018 0.1333 ft/ft 200.00 cfs 1. 11 ft 20.26 fps 9.87 sf 17.77 ft 17.91 ft 2.08 ft 0.0047 ft/ft 4.79 (flow is (70' lY\~ ~,W~J Iv'LS1\)c;'Gf) , t... I.-Z~ ./ Supercritical) .3> ," . . Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: Drainage @ Back Yard Comment: 3 Solve For Depth Given Input :Data: Left Side Slope.. Right Side Slope. Manning's n...... Channel Slope.... Discharge........ Computed Results: Depth............ Velocity........ . Flow Area. . . . . . . . Flow Top Width... Wetted Perimeter. Critical Depth... Critical Slope... Froude Number.... 25.00:1 (H:V) 25.00:1 (H:V) 0.002 0.0250 ft/ft 200.00 cfs C I. ''\ 'So wI"., ~'l'<:i\)\ I::lef?\> J ,!... ,I V 0.43 ft 42.42 fps 4.71 sf 21. 71 ft 21. 73 ft 1. 32 ft 0.0001 ft/ft 16.04 (flow is Supercritical) " '. . . Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: Drainage @ Det.Basin (Comment: 4 Solve For Depth Given Input Data: Left Side Slope.. Right Side Slope. Manning's n...... Channel Slope.... Discharge... ..... Computed Results: Depth. . . . . . . . . . . . Velocity......... Flow Area........ Flow Top Width. . . Wetted Perimeter. Critical Depth... Critical Slope... Froude Number. . . . 5.00:1 (H:V) 5.00:1 (H:V) 0.002 0.0440 ft/ft 200.00 cfs (3"'",\,*,III,\,HI) '31~) 0.72 ft ,!... 3' ..,/ 77.67 fps 2.57 sf 7.18 ft 7.32 ft 2.51 ft 0.0001 ft/ft 22.85 (flow is Supercritical) ~ .. . . Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: Gunderson Property Comment: Pipe under driveway, 5 Solve For Actual Depth Given Input Data: Diameter.......... Slope. . . . . . . . . . . . . Manning's n....... Discharge......... Computed Results: Depth. . . . . . . . . . . . . Velocity.......... Flow Area. . . . . . . . . Critical Depth.... Critical Slope.... Percent Full...... Full Capacity..... QMAX @.94D........ Froude Number. .... 3.00 ft 0.0570 ft/ft 0.013 112.00 cfs (0'(1.. \')':f!i 1\-'l""1 'to)" O\J^,-) ~ P~tX><:-'1L'r'-\ oS ,~~ 1. 86 ft 24.40 fps 4.59 sf 2.93 ft 0.0251 ft/ft 61. 85 % 159.24 cfs 171.30 cfs 3.43 (flow is Supercritical) Open Channel Flow Module, Version 3.12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 cp . . ,.. . o . Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: Drain. @ Front Yard Comment: 6 Solve For Depth Given Input Data: Left Side Slope.. Right Side Slope. Manning's n...... Channel Slope.... Discharge........ Computed Results: Depth. . . . . . . . . . . . Velocity........ . Flow Area. . . . . . . . Flow Top Width... Wetted Perimeter. Critical Depth... Critical Slope... Froude Number. ... 10.00:1 (H:V) (30'VJ~.t>I"'1\J I.S'".,..,,?] 10.00:1 (H:V) 0.002 0.0500 ft/ft 112.00 cfs 0.43 ft L. I.E;' V' 59.71 fps 1. 88 sf 8.66 ft 8.70 ft 1. 51 ft 0.0001 ft/ft 22.61 (flow is Supercritical) Open Channel Flow Module, Version 3.12 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 1