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HomeMy WebLinkAboutPM 17126 17126r100.out 20.583 0.59 0.96 0.057 I0 1.35 20.667 0.59 0.93 0.055 Io 1.30 20.750 0.58 0.90 0.052 10 1.26 20.833 0.58 0.87 0.050 10 1.22 20.917 0.57 0.85 0.048 I0 1.18 21.000 0.57 0.82 0.047 io 1.15 21.083 0.56 0.80 0.045 io 1.11 21.167 0.56 0.78 0.043 10 1.08 21.250 0.56 0.76 0.042 I0 1.06 21.333 0.55 0.74 0.040 I0 1.03 21.417 0.55 0.73 0.039 io 1.01 21.500 0.54 0.71 0.038 0 0.99 21.583 0.54 0.69 0.037 o 0.96 21.667 0.54 0.68 0.036 0 0.94 21.750 0.53 0.67 0.035 0 0.93 21.833 0.53 0.66 0.034 0 0.91 21.917 0.53 0.65 0.033 0 0.89 22.000 0.52 0.63 0.032 0 0.88 22.083 0.52 0.63 0.032 0 0.86 22.167 0.52 0.62 0.031 0 0.85 22.250 0.51 0.61 0.030 0 0.84 22.333 0.51 0.60 0.030 0 - 0.83 22.417 0.51 0.59 0.029 0 0.82 22.500 0.50 0.58 0.028 0 0.81 22.583 0.50 0.58 0.028 0 0.80 22.667 0.50 0.57 0.027 0 0.79 22.750 0.50 0.56 0.027 0 0.78 22.833 0.49 0.56 0.027 0 0.77 22.917 0.49 0.55 0.026 0 0.76 23.000 0.49 0.55 0.026 0 0.75 23.083 0.49 0.54 0.025 0 0.74 23.167 0.48 0.54 0.025 o 0.74 23.250 0.48 0.53 0.025 0 0.73 23.333 0.48 0.53 0.024 0 0.72 23.417 0.48 0.52 0.024 0 0.72 23.500 0.47 0.52 0.024 0 0.71 23.583 0.47 0.51 0.023 0 0.71 23.667 0.47 0.51 0.023 0 0.70 23.750 0.47 0.51 0.023 0 0.70 23.833 0.46 0.50 0.022 0 0.69 23.917 0.46 0.50 0.022 0 0.69 24.000 0.46 0.50 0.022 0 0.68 24.083 0.40 0.49 0.021 0 0.67 24.167 0.16 0.47 0.020 I0 0.65 24.250 0.03 0.44 0.018 I0 0.60 24.333 0.00 0.40 0.015 I0 0.55 24.417 0.00 0.37 0.012 I0 0.50 24.500 0.00 0.34 0.010 0 0.45 24.583 0.00 0.31 0.008 0 0.41 24.667 0.00 0.24 0.006 0 0.32 24.750 0.00 0.18 0.004 0 0.24 24.833 0.00 0.13 0.003 0 0.18 24.917 0.00 0.10 0.002 0 0.13 Remaining water in basin = 0.00 ( Ac.Ft) ::*: ** ::::::K::**:::r:::: *HYDROGRAPH DATA**************************** Number of intervals = 299 Time interval = 5.0 (Min.) Maximum /Peak flow rate = 2.003 (CFS) Total volume = 1.621 (Ac.Ft) Page 6 T - -- - -- - - -- - -- - - - - -- - -- 17126r25.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD /CIVILDESIGN, 1989 - 2001 study date: 12/19/05 Tract 17126 Developed Condition 25 Year Storm Event Allard Engineering, Fontana, California - S/N 643 '` `*'`* ** * *'` **** ` ** HYDROGRAPH INFORMATION From study /file name: 17126d25.rte ::AA ;. *:� ** **: :: ::: :......... •- ` HYDROGRAPH DATA**************************** Number of intervals = 292 Time interval = 5.0 (Min.) Maximum /Peak flow rate = 8.441 (CFS) Total volume = 1.192 (Ac.Ft) status of hydrographs being held in storage Stream 1 stream 2 Stream 3 Stream 4 Stream 5 Peak (CF5) 0.000 0.000 0.000 0.000 0.000 Vol ( Ac.Ft) 0.000 0.000 0.000 0.000 0.000 :....:.:.:.:.... : k:r:: ;:::::::;* *** _ * * * * * * :. *.. * * * *k:::r:........c* *.. * * * *........::: ::t::** *: +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 0.000 to Point /Station 1.000 " ° • RETARDING BASIN ROUTING ° .. * * user entry of depth - outflow- storage data Total number of inflow hydrograph intervals = 292 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (Ac.Ft) Initial basin outflow = 0.00 (cFS) Depth vs. Storage and Depth vs. Discharge data: Basin Depth storage Outflow (S- 0*dt /2) (S +O*dt /2) (Ft.) (Ac.Ft) (cFs) (Ac.Ft) (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 0.400 0.007 0.300 0.006 0.008 1.400 0.060 1.000 0.057 0.063 2.400 0.134 1.400 0.129 0.139 3.400 0.214 1.800 0.208 0.220 4.400 0.300 2.100 0.293 0.307 5.400 0.390 2.400 0.382 0.398 Hydrograph Detention Basin Routing Page 1