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HomeMy WebLinkAboutTract Map 9833-2 Lot 37 Hydrology & Hydraulics " LDeJ '-;lW qR.. 7l(-qg33-;2 toT 31 . t ; HYDRAULIC CALCULATIONS FOR PERRY RESIDENCE APN 945 030 015 October 2003 , Prepared by: . MEGALANDENGINEERS & ASSOCIATES .28481 Rancho California Rd. Suite 201 Temecula, CA 92590 : Phone: (909) 699 4624 \ . . .' *************************************************************************** ****** CHANNEL FLOW CALCULATIONS ****** ********************~_'..L~~..~++*++************+***+...********************** 1-39" CSP @ 5% MIN. SLOPE * **** * * '* * ** '* '* * * * '* '* ** * * '* * * * '* ** *-*. 'It W"'JIl'""W""1If"-W-'W"'If W "" 'Jr'K' '1rW'llr 1rW"Jf'Jl" 'Jr 11' W'''lIf * * * * * * * * * * * * * * * * * * '* ** * Thi$ software prepared for: McGoldrick Engineers, Inc. *********************************************************~******************* ~CULATE CHANNEL/PIPE SIZE GIVEN: Channel Slope = .050000 (Ft./Ft.) = 5.0000 % Given .Flow Rate = 105.00 Cubic Feet/Second *** PIPE CHANNEL FLOW *** Mannings "n" = .024 No. of pipes = 1 Velocity (Ft./Sec.) = 13.65 R~quired pipe flow (CFS) = 105.00 Ne.arest 3 Inch Pipe Diameter (In.) = 39 .00 Calculated Individual Pipe flow (CFS) = 105.00 Normal flow depth in pipe = 34.13 (In.) Flow:top width inside pipe = 25.80 (In.) C~itical Depth in Pipe = 36.65 (In.) Total flow of pipes(s) (CFS) = 105.00 A, . . '/ **:************************************************************************* ****** CHANNEL FLOW CALCULATIONS ****** *********************~~~+.+~.**********************..********************** 2-30" CSP (a>, 5% MIN. SLOPE * ** *,. * **.. * ** * * * * * * '*' * * * * 'X' 11' 'K '1\''' 1( 'I:~* w1t W .w" 'Ill' 11( W W 'Ill' **.. 1t 1itrw w "K'''Ir'X'W W.W"* * * * * * * * * * * * * * * * * * * * * * 'This software prepared for: McGoldrick Engineers, Inc. ***************************************************************************** CALCULATE CHANNEL/PIPE SIZE GIVEN: Channel Slope = .050000 (Ft./Ft.) ~ 5.0000 % Given Flow Rate = 105.00 Cubic Feet/Second *** PIPE CHANNEL FLOW *** Mannings "n" = .024 No. df.pipes = 2 Velocity (Ft./Sec.)" 11.43 Required pipe flow (CFS) = 105.00 Ne~rest 3 Inch Pipe Diameter (In.) = 30.00 Calculated Individual Pipe flow (CFS) " 52.50 Normal flow depth in pipe = 26.53 (In.) Flow:top width inside pipe = 19.19 (In.) Critical Depth in Pipe = 27.95 (In.) Total flow of pipes(s) (CFS) = 105.00 ~ . "I- \:; '_ . *************************************************************************** , ****** CHANNEL FLOW CALCULATIONS ****** *******************************************+++++~...~~********************* 2-24" RCP @ 5% MIN. SLOPE ***********************WWTWTTWWWTWWWWTWTWWWT~~~****************************** This software prepared for: McGoldrick Engineers, Inc. ***************************************************************************** CALCULATE CHANNELl PIPE SIZE GIVEN: Channel Slope = .050000 (Ft ./Ft.) = 5.0000 % Given Flow Rate = 105.00 CUbic Feet/Second .*** PIPE CHANNEL FLOW *** Mannings "n" = .013 No. of pipes = 2 Velocity (Ft./Sec.) = 18.29 Required pipe flow (CFS) = 105.00 Nearest 3 Inch Pipe Diameter (In.) = 24.00 Calculated Individual pipe flow (CFS) = 52.50 Normal ,flow depth in pipe = 20.63 (In.) Flow top width inside pipe = 16.69 (In.) Critical Depth in Pipe = 23.80 (In.) Total flow of pipes(s) (CFS) = 105.00 (p . . . , **~************************************************************************ ,. ****** CHANNEL FLOW CALCULATIONS ****** ****~**********************************************.*********************** .1-36" RCP (tV, 5% MIN. SLOPE ****,***,* **** ******* * * * ~ ...... .........- ....'l<"'Jl''K'...yt~* ****"It""... W''Il''X'~-W~"'I'f ********* ** ************ This. software prepared for: McGoldrick Engineers, Inc. ****,************************************************************************* CALCULATE CHANNEL/pIPE SIZE GIVEN: Ch~nnel Slope = .050000 (Ft./Ft.) = 5.0000 % Given Flow Rate = 105.00 CUbic Feet/Second *** PIPE CHANNEL FLOW *** Ma~nings "n" = .013 No.. cifpipes = 1 velocity (Ft./Sec.) = 22.49 Reguired pipe flow (CFS) = 105.00 Nearest 3 Inch Pipe Piameter (In.) = 33.00 Calculated Individual Pipe flow (CFS) = 105.00 Normal flow depth in pipe = 24.19 (In.) Flow:top width inside pipe = 29.20 (In.) Critical Depth not calculated Total flow of pipes (s) (CFS) = 105.00 '\ s