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Storm Drain Design
... stmOutput WinStorm (STORM DRAIN DESIGN) PROJECT NAME : 202 JOB NUMBER 0286 PROJECT DESCRIPTION : Section lA, System A DESIGN FREQUENCY ANALYSYS FREQUENCY MEASUREMENT UNITS: 10 Years 100 Years ENGLISH OUTPUT FOR DESIGN FREQUENCY of: 10 Years =========================================== Runoff Computation for Design Frequency. Version 3 .05, Jan. 25, 2002 Run @ 6 /12/2008 5:03 :51 PM ============================================================================= ID A-1 A-2 A-3 A-4 A-5 A-6 A-17 A-8 A-9 A-10 A-11 A-7 A-12 A-13 C Value 0.55 0.55 0 .55 0.55 0.55 0.755 0.96 0.55 0 .503 0.96 0.35 0.55 0 .55 0 .35 0 .35 0 .55 0.55 0.35 0.35 0.55 0 .55 0.55 0.55 0.653 0.96 0 .55 0.755 0.96 0.55 0.55 Area (acre) 0 .83 0 .69 0.69 1. 39 1. 39 0.17 0.08 0.08 0 .46 0 .12 0.35 0.83 0.83 1. 84 1. 84 0 .94 0.94 0 .59 0.59 0 .24 0 .24 0.63 0.63 0 .75 0 .19 0.56 0 .16 0 .08 0 .08 0.78 Tc (min) 13 .97 13.53 Single 12.41 Single 5 .89 Tc Used (min) 13.97 13 .53 family 12 .41 family 10.00 Pavement Single family 9.46 10.00 Pavement Undeveloped 9.80 10.00 Single family 24.15 24.15 Undeveloped 18.64 18.64 Single family 12 .54 12.54 Undeveloped 9 .38 10.00 Single family 15.95 15.95 Single family 14 .84 14.84 Pavement Single family 6.72 10.00 Pavement Single family 12.32 12.32 Intensity (in/hr) 7 .44 7 .56 7.86 8 .63 8 .63 8 .63 5.60 6 .45 7 .83 8 .63 6.98 7.23 8 .63 7.89 Page 1 Supply Q (cfs) 0 .000 0.000 0 .000 0 .000 0 .000 0.000 0 .000 0.000 0.000 0 .000 0.000 0.000 0.000 0.000 Tota l Q (cfs) 3.398 2.868 6.012 1.095 1.996 3.942 3.605 3.332 1.616 1.140 2 .418 3 .539 1 .043 3.385 •• stmOutput 0.55 0.78 Single family A-14 0.55 0.49 11. 20 11. 20 8.23 0.000 2.218 0.55 0 .4 9 Single family A-15 0.282 28 .24 46 .73 46 .73 3.75 0.000 29.829 0.55 5.29 Single family 0.22 22 .95 Undeveloi;:ed A-19 0 .55 1. 33 12.49 12 .49 7 .84 0 .000 5.736 0.55 1. 33 Single f amily A-20 0.263 9 .83 31. 96 31 .96 4 .75 0.000 12.285 0.55 1. 28 Single family 0 .22 8.55 Undeveloi;:ed A-21 0.96 0.48 2.00 10 .00 8 .63 0 .000 3.979 0.96 0 .48 Pavement A-18 0.703 0.69 16.45 16.45 6 .87 0 .000 3.332 0.82 0.39 Concrete 0.55 0 .30 Single Family A-22 0.755 0.69 7.72 10.00 8 .63 0.000 4.498 0.96 0 .35 Pavement 0.55 0 .35 Single family A-23 0.65 0.34 10.00 10.00 8 .63 0 .000 1.908 0.65 0 .34 Multi fair ily A-24 0.687 0 .15 7.33 10.00 8.63 0 .000 0.889 0.96 0.05 Pavement 0.55 0 .10 Single family A-25 0.755 0 .43 1. 39 10.00 8 .63 0 .000 2.803 0 .96 0 .22 Pavement 0 .55 0 .22 Single family A-26 0.755 0.36 1. 31 10.00 8.63 0 .000 2 .347 0.96 0.18 Pavement 0.55 0.18 Single family A-27 0.755 0.40 1. 07 10.00 8.63 0.000 2.608 0 .96 0 .20 Pavement 0.55 0.20 Single f amily A-28 0.63 0.69 1. 06 10 .00 8.63 0.000 3.755 0 .96 0.14 Pavement 0.55 0 .56 Single f amily A-29 0.732 1. 36 10.00 10.00 8.63 0.000 8.597 0.96 0 .36 Pavement 0.65 1. 00 Multi farr ily A-30 0.6 1. 22 10.00 10.00 8 .63 0.000 6.320 A-31 0.75 0 .33 10.00 10 .00 8.63 0.000 2 .137 A-32 0.63 2 .69 12 .00 12.00 7.98 0.000 13.531 A-33 0 .63 16.49 16 .00 16 .00 6 .97 0.000 72 .396 ----------------------------------------------------------------------------- On Grade Inlet Configuration Data =============================================================================== Inlet ID Inlet Type Inlet Slopes ·Length Long Trans (ft) ( % ) ( % ) Gutter n Depr. (ft) Page 2 Grate Width Type (ft) Pond Width Allowed (ft) Critic Elev. (ft) stmOutput -------------------------------------------------------------------------------A-1 A-9 A-2 A-10 A-6 A-5 A-7 A-8 A-13 A-14 A-22 A-21 A-25 A-26 Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb 5.00 10.00 5.00 10.00 5.00 5.00 10.00 10.00 10.00 10.00 10.00 10.00 5.00 5.00 2.14 0.95 2.14 0.95 2.22 2.22 1. 42 1. 42 0.72 0.72 1. 54 1. 54 0.89 0.89 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 On Grade Inlets Conmputation Data. 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 331.10 327.70 331.10 327.70 330.14 330.14 325.87 325.87 321. 69 321.69 329.13 329.13 323.19 323.19 ================================================================================= Inlet ID A-1 A-9 A-2 A-10 A-6 A-5 A-7 A-8 A-13 A-14 A-22 A-21 A-25 A-26 Inlet Type Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Curb Total Q (cfs) 3.398 3.422 2.868 1.140 3.942 1. 996 5.417 3.332 4.863 2.218 4.498 3.979 2.803 2.347 Intercept Capacity (cfs) 1. 592 3.082 1. 448 1.140 1.714 1.163 3.938 2.862 4.102 2.214 3.453 3.189 1.712 1. 539 Sag Inlets Configuration Data. Q Bypass Allow Actual (cfs) (cfs) 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 1.806 0.340 1. 420 0.000 2.227 0.833 1. 478 0.470 0.761 0.004 1. 045 0.790 1. 091 0.808 To Inlet Required ID Length A-9 A-15 A-3 A-11 A-3 A-7 A-13 A-11 A-18 A-18 A-7 A-23 A-27 A-28 (ft) 16.88 13.84 15.46 7.88 18.40 13.00 19.46 15.08 15.55 10.30 18.00 16.87 12.26 11.18 Actual Length (ft) 5.00 10.00 5.00 10.00 5.00 5.00 10.00 10.00 10.00 10.00 10.00 10.00 5.00 5.00 Ponded Width (ft) 7.30 8.53 6.83 5.63 7.67 5.93 9.40 7.83 10.23 7.63 8.63 8.23 8.00 7.50 ================================================================================== Inlet Inlet Length/ Grate Left-Slope Right-Slope Gutter Depth Critic ID Type Perim. Area Long Trans Long Trans n DeprW Allowed Elev. (ft) (sf) ( % ) ( % ) ( % ) ( % ) (ft) (ft) (ft) ----------------------------------------------------------------------------------A-15 Curb 15.00 n/a 0.60 3.00 0.60 3.00 0.014 2.00 0.39 323.88 A-17 Grate 12.30 3.00 1.00 3.00 0.50 3.00 0.014 n/a 0.50 327.00 A-3 Curb 15.00 n/a 0.60 3.00 0.60 3.00 0.014 2.00 0.39 328.85 A-4 Curb 5.00 n/a 0.60 3.00 0.60 3.00 0.014 2.00 0.39 328.85 A-11 Curb 10.00 n/a 0.60 3.00 1.11 3.00 0.014 2.00 0.39 324.74 A-12 Curb 5.00 n/a 1.11 3.00 0.60 3.00 0.014 2.00 0.39 324.73 Page 3 A-2 7 A-28 A-19 A-20 A-23 A-24 A-18 A-29 A-30 A-31 Curb 5.00 Curb 5.00 Grate 12 .30 Grate 12 .30 Curb 10 .00 Curb 5 .00 Curb 15 .00 Grate 12.30 Curb 10.00 Curb 5 .00 n/a n/a 3.00 9 .00 n/a n/a n/a 3 .00 n /a n/a Sag Inlets Computation Da ta. 0.89 3 .00 0.50 3 .00 1.50 3.00 1.50 3.00 0 .60 3 .00 2 .69 3 .00 0 .75 3 .00 1.00 3 .00 0 .75 3 .00 0.75 3.00 stmOutput 0 .50 0 .89 0 .50 1. 50 2 .69 0 .60 0.75 1. 00 0.75 0.75 3 .00 0.014 3 .00 0.014 3.00 0.014 3 .00 0.014 3 .00 0.014 3 .00 0.014 3 .00 0.014 3.00 0.014 3 .00 0.014 3.00 0.014 2.00 2.00 n /a n /a 2.00 2.00 2.00 n/a 2.00 2.00 0 .39 0.39 0 .50 0 .50 0 .39 0.39 0 .39 0.50 0 .39 0.39 320 .72 320.72 321.00 329.75 326.52 326.52 321. 56 322.94 317.85 317.85 ================================================================================ Inlet Inlet ID Type A-15 A-17 A-3 A-4 A-11 A-12 A-27 A-28 A-19 A-20 A-23 A-24 A-18 A-29 A-30 A-31 Curb Grate Curb Curb Curb Curb Curb Curb Grate Grate Curb Curb Curb Grate Curb Curb Length Grate Perim Area (ft) (ft) (sf) 15.00 n/a 15 .00 5.00 10 .00 5.00 5.00 5.00 n/a n/a 10 .00 5 .00 15 .00 n/a 10 .00 5 .00 n/a 12.30 n/a n /a n/a n/a n/a n /a 12 .30 12 .30 n/a n /a n/a 12 .30 n/a n/a n/a 3 .00 n /a n /a n /a n/a n/a n /a 3.0 0 9.00 n/a n /a n /a 3 .00 n/a n/a Total Q Inlet Capacity (cfs) (cfs) 30.169 3 .6 05 9.659 1. 095 2 .888 1. 043 3.699 4.562 5 .736 12 .285 2 .698 0.889 4 .097 8 .597 6 .320 2 .137 20 .648 8.551 10 .419 4 .818 7 .618 4.818 4 .818 4 .818 8 .551 10.068 7 .618 4 .818 10 .419 8 .551 7 .618 4.818 Total Head (ft) 0 .706 0.208 0.371 0.145 0 .204 0 .141 0 .327 0.376 0 .284 0 .471 0.195 0 .126 0 .209 0.371 0.344 0.227 Ponded Width Left Right (ft) (ft) 20.20 48 .38 4.47 5.93 2.83 5.20 8 .87 8.27 9 .50 12.64 1.17 4 .23 7.60 9.20 8 .65 5.75 8.87 7.55 13.43 1. 97 7.63 1. 93 7 .63 9 .60 9 .00 9.75 6.40 0.73 7.07 9.20 8 .65 5.75 -------------------------------------------------------------------------------- Cumulative Junction Discharge Corrputations ================================================================================= Node I. D. A-1 A-9 A-15 A-17 A-2 A-10 A-3 A-4 A-11 Node Type Curb Curb Curb Grate Curb Curb Curb Curb Curb Weighted C-Value 0 .550 0.350 0 .286 0 .350 0.550 0 .408 0.542 0.553 0 .546 Cumulat. Cumulat . Intens. Dr .Area (acres) 0.83 0.59 30 .08 1. 84 1. 52 0 .83 2 .68 4 .37 7.52 Tc (min) 13 .97 12.54 46.73 24.15 14 .10 12.66 12.41 14 .84 18 .75 (in/hr) 7.44 7.83 3.75 5 .60 7 .41 7 .79 7.86 7 .23 6 .43 Page 4 User Supply Q cfs) 0.000 0 .000 0 .000 0.000 0.000 0.000 0 .000 0 .000 0 .000 Additional Q in Node (cfs) 0.00 0 .00 0.00 0.00 0 .00 0.00 0 .00 0.00 0.00 Total Disch. (cfs) 3 .398 1. 616 32.243 3.605 6.197 2.638 11.420 17 .465 26.385 stmOutput A-12 Curb O.SSl 7 .6S lS.Sl 6 .41 0 .000 0 .00 27 .llS A-6 Curb O.S33 1. 29 10.00 S.63 0 .000 0.00 S .93S A-S Curb O.S03 0 .46 10 .00 s. 63 0.000 0.00 1. 996 A-7 Curb 0.6S3 0.7S 14 .S4 7.23 0.000 0 .00 3.S39 A-S Curb O.S6S 6 .06 lS .64 6.4S 0 .000 0.00 22.0S2 A-13 Curb o.sso 0 .7S 12 .32 7.S9 0.000 0 .00 3.3SS A-14 Curb o.sso S.9S 19.Sl 6.29 0.000 0 .00 30.996 A-22 Curb 0.7SS 0.69 10.00 S.63 0.000 0 .00 4 .49S A-21 Curb 0.324 11. 00 32.0S 4.74 0.000 0 .00 16.912 A-2S Curb 0.7SS 0.43 10.00 S .63 0.000 0.00 2.S03 A-26 Curb 0.36S 12.2S 32.90 4.67 0.000 0.00 20.9S4 01 CircMh 0.44S 7 6.Sl 4S.31 3.67 0.000 0.00 124 .S19 A-27 Curb 0 .37S 42.Sl 47.S2 3.71 0.000 0.00 S9 .4SO A-2S Curb 0.434 72.27 47.60 3.70 0.000 0.00 116 .121 A-19 Grate 0.371 42.41 47.41 3.71 0.000 0 .00 SS .44S A-20 Grate 0.263 9.S3 31. 96 4.7S 0 .000 0 .00 12 .2SS A-23 Curb 0.6SO 0.34 10.00 S.63 0 .000 0 .00 1.90S A-24 Curb 0.661 0.49 10.16 s .ss 0.000 0 .00 2.779 Jl JnctBx o.sso 1. S2 14.10 7.41 0.000 0 .00 6.197 J2 JnctBx O.SS3 4.37 14 .S4 7.23 0.000 0.00 17 .46S J3 JnctBx O.SSl 7.6S lS.Sl 6.41 O.DOO 0.00 27.llS J4 JnctBx 0.40S O.S3 12.66 7.79 0.000 0.00 2 .63S JS JnctBx 0 .339 11. 49 32 .24 4 .73 0.000 0.00 lS .393 J6 JnctBx 0.339 11. 49 32.24 4.73 0.000 0.00 lS .393 JS JnctBx 0.434 72.27 47.60 3.70 0.000 0.00 116 .121 A-33 JnctBx O.S17 2S .77 33.19 4.6S 0.000 0 .00 69.104 J9 JnctBx 0.44S 76.Sl 4S .31 3.67 0.000 0 .00 124.S19 A-lS Curb 0.36S 41.0S 47.11 3.73 0.000 0.00 SS.9S7 A-29 Grate 0 .30S 31. 44 46.S4 3.74 0 .000 0 .00 3S.920 A-30 Curb 0.600 1. 22 10.00 S.63 0.000 0.00 6.320 A-31 Curb 0.631 4 .24 12.02 7.9S 0 .000 0 .00 21.334 A-32 JnctBx 0.630 2 .69 12.00 7.9S 0.000 0.00 13.S31 --------------------------------------------------------------------------------- Conveyance Configuration Data ================================================================================== Run# Node I. D. Flowline Elev. us DS us DS Shape # Span Rise Length Slope n value (ft) (ft) (ft) (ft) (ft) ( % ) ---------------------------------------------------------------------------------- 27 A-23 A-24 323.42 323 .2S Circ 1 0.00 1. so 3S.00 0.49 0 .012 2S A-24 JS 323.lS 322.10 Circ 1 0.00 1. so 44.71 2 .3S 0 .012 29 JS J6 321.10 320.39 Circ 1 0.00 2 .SO 92.93 0 .76 0.012 30 J6 A-26 320 .29 31S .SS Circ 1 0 .00 2 .SO 219 .39 0 .79 0.012 31 A-2S A-26 319.6S 319.4S Circ 1 0.00 1. so 4S .SO O.Sl 0.012 32 A-26 A-33 31S .4S 317.33 Circ 1 0.00 2.SO 140.01 o.so 0 .012 33 A-33 A-2S 316.S3 314.13 Circ 2 0.00 3 .00 137 .94 1. 96 0.012 34 A-2S JS 313.63 312.31 Circ 2 0.00 3.SO 2S4 .67 0.46 0 .012 3S JS J9 311. 71 311. 39 Circ 2 0.00 4.00 77 .9S 0 .41 0.012 36 J9 01 311.29 311 .10 Circ 2 0 .00 4.00 4S .S7 0.39 0.012 Page S 37 38 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 40 A-29 A-31 A-32 A-1 A-2 Jl A-5 A-6 A-3 A-4 J2 A-7 A-8 A-9 A-10 J4 A-11 A-12 J3 A-13 A-14 A-17 A-15 A-18 A-19 A-27 A-20 A-22 A-21 A-30 A-18 J9 A-31 A-2 Jl A-4 A-6 A-3 A-4 J2 A-8 A-8 A-11 A-10 J4 A-11 A-12 J3 A-14 A-14 A-18 A-15 A-29 A-19 A-27 A-28 A-21 A-21 JS A-31 318.70 313.59 314.19 327.68 327.40 326.95 325 .92 325.50 324.52 324.25 323.83 321. 86 321.20 324.27 323.79 323.20 319.93 319.48 318.95 318.41 316.98 322.19 319.50 316.09 314.77 314.24 325.68 324.86 324.13 314.95 31L 69 31L.79 314.09 327.50 327.05 324.85 325.75 325.02 324.35 323.93 321.30 321.69 320.43 323.89 323.30 320.93 319.58 319.05 317.58 318.23 316.19 320.50 318.70 314.87 314.34 313.92 324.23 324.63 321.70 314.57 stmOutput Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 2.50 2.00 1. 50 1. 50 1. 50 1. 50 1. 50 2.00 2.00 2.00 1. 50 2.00 1. 50 1. 50 1. 50 2.50 2.50 2.50 1. 50 3.00 1. 50 2.50 3.00 3.00 3.00 2.00 1. 50 2.00 1. 50 Conveyance Hydraulic Computations. Tailwater = 310.300 (ft) Run# 27* 28* 29* 30* 31* 32* 33* 34* 35* 36* 37* 38* Hydraulic Gradeline Depth US Elev OS Elev Fr.Slope Unif. Actual (ft} (ft) (%) (ft) (ft) 323.92 323.56 322.31 321.49 320.29 319.74 318.08 315.95 313.90 313. 63 320.32 314.92 323.75 322.51 321. 60 319.75 320.06 318.62 315.95 314.63 313.63 313.44 318.37 314.12 0.028 0.060 0.171 0.171 0.061 0.222 0.229 0.284 0.139 0.161 0.653 0.230 0.50 0.41 1. 21 1. 20 0.61 1. 29 1. 21 2.32 2.19 2.34 1. 62 1. 33 0.50 0.41 1. 21 1. 20 0.61 1. 29 1. 82 2.32 2.24 2.34 1. 68 1. 33 Page 6 Velocity Unif. Actual (f/s) (f/s) 3.69 7.22 7.80 7.89 4.16 8.21 12.94 8.56 8.26 8.16 10.66 8.05 3.69 7.22 7.80 7.89 4.16 8.21 7. 68 8.56 8.00 8.16 10.24 8.05 174.54 107.05 10.00 34.00 71. 00 202.00 34.00 48.79 34.00 43.00 179.50 34.00 63.24 34.00 42.99 2 02.00 34.75 42.50 270.25 34.00 160.50 169.49 69.46 174.51 62.00 46.50 73.90 42.25 109.17 34.00 Q (cfs) 1. 91 2.78 18.39 18.39 2.80 20.95 69.10 116.12 116.12 124.82 35.92 21 .33 1.15 0.75 1. 00 0.53 0.49 1. 04 0.50 0.98 0.50 0.74 1. 41 0.50 1. 22 1.12 1.14 1.12 1. 01 1. 01 0.51 0.53 0.49 1. 00 1.15 0.70 0.69 0.69 1. 96 0.54 2.23 1.12 Cap (cfs) 7.93 17.44 38.85 39.58 8.09 39.75 202 .23 1 48.46 1 99.40 1 94.09 47.69 38 .4 2 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 June Loss (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 stmOutput 39* 315.25 315.15 0.305 1. 06 1. 06 7.98 7.98 13.53 24.51 0.000 1* 328.43 328.40 0.089 0.67 0.90 4.47 3.09 3.40 8.28 0.000 2 328.40 328.01 0.296 1. 00 1. 00 4.97 4.97 6.20 7.99 0.000 3* 327.73 325.64 0.296 0.78 0.79 6.68 6.56 6.20 11.60 0.000 4* 326.43 326.27 0.031 0.51 0.52 3.77 3.64 2.00 8.05 0.000 5* 326 .27 325.79 0.272 0.77 0.77 6.46 6.46 5.94 11. 29 0.000 6* 325.71 325.64 0.217 1.19 1. 29 5.88 5.33 11.42 17.33 0.000 7* 325.64 325.32 0.508 1. 39 1. 39 7.49 7.49 17 .46 21.14 0.000 8* 324.95 322.58 0.508 1.12 1. 27 9.68 8.26 17.46 29.10 0 .000 9* 322.61 322.58 0.097 0.70 0.88 4.40 3.26 3.54 8.05 0.000 10* 322.58 321.81 0.809 1. 38 1. 38 9.58 9.58 22.05 27.05 0.000 11* 324.64 324.27 0.020 0.37 0.38 4.73 4.67 1. 62 12.03 0.000 12* 324.27 323.77 0.054 0.47 0.47 5.50 5.50 2.64 12.15 0.000 13* 323.68 321.41 0.054 0.48 0.48 5.45 5.45 2.64 12.07 0.000 14* 321.32 320.97 0.352 1. 39 1. 39 9.44 9.43 26.39 44.60 0.000 15* 320.97 320.73 0.372 1. 41 1. 68 9.53 7.74 27.11 44.70 0 .000 16 320.73 319.36 0.372 1. 78 1. 78 7.26 7.26 27.11 31. 64 0.000 17* 319 .08 318.90 0.088 0.67 0.67 4.45 4.45 3.38 8.28 0.000 18* 318.68 318.37 0.184 1. 69 2.18 7.57 5.63 31. 00 50.70 0.000 19* 322.77 321.08 0.100 0.58 0.58 5.7 1 5.71 3.60 11.37 0.000 20* 321. 04 320.32 0.526 1. 50 1. 62 10.45 9.55 32.24 47.70 0.000 21* 318.37 317.16 0.600 2.27 2.29 9.74 9.66 55.96 60.42 0.000 22* 317.16 316.73 0.654 2.39 2.39 9.68 9.68 58.45 60 .. 18 0.000 23* 316.68 316.36 0.677 2.44 2.44 9.67 9 .67 59.48 59.95 0.000 24* 326.51 325.09 0.251 0.83 0.86 10.03 9.57 12.29 34.34 0.000 25* 325.65 325.42 0.156 0.79 0.79 4.80 4.80 4.50 8.40 0.000 26* 325.09 322.66 0.476 0.96 0.96 11. 42 11. 42 16.91 36.57 0.000 40* 315.72 315.34 0.308 0.77 0.77 6.88 6.88 6.32 12.03 0.000 ================================================================================== OUTPUT FOR ANALYSYS FREQUENCY of: 100 Years ============================================= Runoff Computation for Analysis Frequency. ============================================================================= ID c Value Area Tc Tc Used Intensity Supply Q Total Q (acre) (min) (min) (in/hr) (cfs) (cfs) ----------------------------------------------------------------------------- A-1 0.55 0.83 13.97 13.97 10.06 0.000 4.594 A-2 0.55 0 .69 13.53 13.53 10.21 0.000 3.876 0 .55 0 .69 Single family A-3 0.55 1. 39 12 .41 12.41 10.62 0 .000 8.118 0.55 1. 39 Single family A-4 0.755 0.17 5.89 10.00 11 .64 0.000 1.476 0.96 0.08 Pavement 0.55 0.08 Single family A-5 0.503 0.46 9.46 10 .00 11. 64 0.000 2.690 0.96 0.12 Pavement Page 7 stmOutput 0.35 0.35 Undevelo ped A-6 0.55 0.83 9.80 10 .00 11.64 0 .000 5.313 0.55 0.83 Single fa mily A-17 0.35 1. 84 24.15 24.15 7 .62 0.000 4.908 0.35 1. 84 Undevelor:ed A-8 0 .55 0 .94 18.64 18.64 8 .74 0 .000 4 .520 0 .55 0.94 Single family A-9 0 .35 0 .59 12.54 12 .54 10.57 0 .000 2.183 0 .35 0 .59 Undevelofed A-10 0 .55 0.24 9 .38 10 .00 11. 64 0 .000 1.536 0.55 0.24 Single family A-11 0.55 0 .63 15.95 15.95 9.45 0.000 3.274 0.55 0.63 Single family A-7 0 .653 0 .75 14 .84 14.84 9 .78 0.000 4 .787 0 .96 0 .19 Pavement 0.55 0.56 Single family A-12 0.755 0.16 6 .72 10.00 11. 64 0.000 1.406 0.96 0 .08 Pavement 0 .55 0 .08 Single family A-13 0.55 0.78 12.32 12.32 10.65 0.000 4.570 0 .55 0.78 Single family A-14 0 .55 0.49 11. 20 11. 20 11 .10 0.000 2.992 0.55 0 .49 Single family A-15 0.282 28 .24 46.73 4 6. 73 5 .17 0.000 41.134 0.55 5 .29 Single family 0.22 22 .95 Undevelof::ed A-19 0.55 1. 33 12.49 12 .49 10 .59 0 .000 7.746 0 .55 1. 33 Single family A-20 0 .263 9 .83 31. 96 31 .96 6 .50 0 .000 16 .809 0 .55 1. 28 Single family 0.22 8 .55 Undevelof::ed A-21 0.96 0 .48 2 .00 10.00 11 .64 0 .000 5.363 0.96 0 .48 Pavement A-18 0 .703 0 .69 16.45 16 .45 9.31 0 .000 4.512 0.82 0.39 Concrete 0.55 0 .30 Single Family A-22 0.755 0.69 7 .72 10 .00 11 .64 0 .000 6.063 0 .96 0 .35 Pavement 0 .55 0.35 Single family A-23 0 .65 0 .34 10 .00 10.00 11. 64 0 .000 2.572 0.65 0.34 Multi family A-24 0 .687 0.15 7.33 10.00 11. 64 0 .000 1.199 0 .96 0.05 Pavement 0.55 0.10 Single f amily A-25 0 .755 0.43 1. 39 10.00 11. 64 0 .000 3.779 0.96 0.22 Pavement 0.55 0 .22 Single family A-26 0.755 0 .36 1. 31 10.00 11 .64 0 .000 3.164 0 .96 0.18 Pavement 0.55 0 .18 Single family A-27 0.755 0.40 1. 07 10 .00 11.64 0 .000 3.515 Page 8 stmOutput 0.96 0.20 Pavement 0.55 0.20 Single family A-28 0.63 0.69 1. 06 10.00 11.64 0.000 5.061 0.96 0.14 Pavement 0.55 0.56 Single family A-29 0.732 1. 36 10.00 10.00 11. 64 0.000 11.588 0.96 0.36 Pavement 0.65 1. 00 Multi farr.ily A-30 0.6 1. 22 10.00 10.00 11.64 0.000 8.520 A-31 0.75 0.33 10.00 10.00 11.64 0.000 2.881 A-32 0.63 2.69 12.00 12.00 10.78 0.000 18.265 A-33 0.63 16.49 16.00 16.00 9.43 0.000 98.012 ----------------------------------------------------------------------------- On Grade Inlet Configuration Data =============================================================================== Inlet Inlet Inlet Slopes Gutter Grate Pond Widt h Critic ID Type Length Long Trans n Depr. Width Type Allowed Elev. (ft) ( % ) ( % ) (ft) (ft) (ft) (ft) ------------------------------------------------------------------------------- A-1 Curb 5.00 2.14 3.00 0.014 0.18 n/a n/a 13.00 331.10 A-9 Curb 10.00 0.95 3.00 0.014 0.18 n/a n/a 13.00 327.70 A-2 Curb 5.00 2.14 3.00 0.014 0.18 n/a n/a 13.00 331.10 A-10 Curb 10.00 0.95 3.00 0.014 0.18 n/a n/a 13.00 327.70 A-6 Curb 5.00 2.22 3.00 0.014 0.18 n/a n/a 13.00 330.14 A-5 Curb 5.00 2.22 3.00 0.014 0.18 n/a n/a 13.00 330.14 A-7 Curb 10.00 1. 42 3.00 0.014 0.18 n/a n/a 13.00 325.87 A-8 Curb 10.00 1. 42 3.00 0.014 0.18 n/a n/a 13.00 325.87 A-13 Curb 10.00 0.72 3.00 0.014 0.18 n/a n/a 13.00 321. 69 A-14 Curb 10.00 0.72 3.00 0.014 0.18 n/a n/a 13.00 321. 69 A-22 Curb 10.00 1. 54 3.00 0.014 0.18 n/a n/a 13.00 329.13 A-21 Curb 10.00 1. 54 3.00 0.014 0.18 n/a n/a 13.00 329.13 A-25 Curb ·5. 00 0.89 3.00 0.014 0.18 n/a n/a 13.00 323.19 A-26 Curb 5.00 0.89 3.00 0.014 0.18 n/a n/a 13.00 323.19 ------------------------------------------------------------------------------- On Grade Inlets Conmputation Data. ================================================================================= Inlet Inlet Total Q Intercept Q Bypass To Inlet Required Actual Ponded ID Type Capaci ty Allow Actual ID Length Length Width (cfs) (cfs) (cfs) (cfs) (ft) (ft) (ft ) --------------------------------------------------------------------------------- A-1 Curb 4.594 1.879 10.000 2.715 A-9 19.74 5.00 8.17 A-9 Curb 4.898 3.951 10.000 0.947 A-15 16.70 10.00 9.7 3 A-2 Curb 3.876 1.713 10.000 2.163 A-3 18.07 5.00 7.67 A-10 Curb 1. 536 1. 536 10.000 0.000 A-11 9.15 10.00 6.30 A-6 Curb 5.313 2.014 10.000 3.299 A-3 21. 50 5.00 8.57 A-5 Curb 2.690 1. 385 10.000 1.305 A-7 15.11 5.00 6.63 A-7 Curb 7.994 4.978 10.000 3.015 A-13 23.91 10.00 10.87 A-8 Curb 4.520 3.512 10.000 1. 007 A-11 17.68 10.00 8.77 Page 9 A-13 A-14 A-22 A-21 A-25 A-26 Curb Curb Curb Curb Curb Curb 7.586 2.992 6.063 5.363 3.779 3.164 5.466 2.870 4.162 3.860 2 .032 1.837 Sag Inlets Configuration Data. stmOutput 10.000 10.000 10.000 10.000 10.000 10.000 2.120 0.122 1 .901 1 .503 1.747 1. 327 A-18 A-18 A-7 A-23 A-27 A-28 19.71 12.03 21.05 19.73 14.34 13.06 10.00 10.00 10.00 10.00 5.00 5.00 12.10 8.53 9.63 9.20 8.97 8.37 ================================================================================== Inlet Inlet Length/ Grate I D Type Perim. Area A-15 A-17 A-3 A-4 A-11 A-12 A-27 A-28 A-19 A-20 A-23 A-24 A-18 A-29 A-30 A-31 (ft) (sf) Curb 15.00 Grate 12.30 Curb 15.00 Curb 5.00 Curb 10.00 Curb 5.00 Curb 5.00 Curb 5.00 Grate 12.30 Grate 12.30 Curb 10.00 Curb 5.00 Curb 15.00 Grate 12.30 Curb 10.00 Curb 5.00 n/a 3.00 n/a n/a n/a n/a n/a n/a 3.00 9.00 n/a n/a n/a 3.00 n/a n/a Sag Inlets Computation Data. Left-Slope Right-Slope Long Trans Long Trans ( % ) ( % ) ( % ) ( % ) Gutter n DeprW (ft) 0.60 3.00 1.00 3.00 0.60 3 .00 0.60 3.00 0.60 3.00 1.11 3.00 0.89 3.00 0.50 3.00 1.50 3.00 1.50 3.00 0.60 3.00 2.69 3.00 0.75 3.00 1.00 3.00 0.75 3.00 0.75 3.00 0.60 0.50 0.60 0.60 1.11 0.60 0.50 0.89 0.50 1. so 2.69 0.60 0.75 1. 00 0.75 0.75 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 3.00 0.014 2.00 n/a 2.00 2.00 2.00 2.00 2.00 2.00 n/a n/a 2.00 2.00 2.00 n/a 2.00 2.00 Depth Allowed (ft) 0.39 0.50 0.39 0.39 0.39 0.39 0.39 0.39 0.50 0.50 0.39 0.39 0.39 0.50 0.39 0.39 Critic Elev. (ft) 323.88 327.00 328.85 328.85 324.74 324.73 320.72 320.72 321.00 329.75 326.52 326.52 321.56 322.94 317.85 317.85 ================================================================================ Inlet Inlet ID Type A-15 A-17 A-3 A-4 A-11 A-12 A-27 A-28 A-19 A-20 A-23 A-24 A-18 Curb Grate Curb Curb Curb Curb Curb Curb Grate Grate Curb Curb Curb Length Grate Perim Area (ft) (ft) (sf) 15.00 n/a 15 .00 5.00 10.00 5.00 5.00 5.00 n/a n/a 10.00 5.00 15.00 n/a 12.30 n/a n/a n/a n/a n/a n/a 12.30 12.30 n/a n/a n/a n/a 3.00 n/a n/a n/a n/a n/a n/a 3.00 9.00 n/a n/a n/a Total Q Inlet Capacity (cfs) (cfs) 42.080 4.908 13.581 1. 476 4.281 1.406 5.262 6.388 7.746 16 .809 4.075 1.199 6.754 Page 10 20.648 8.551 10.419 4.818 7.618 4.818 4.818 4.818 8.551 10.068 7.618 4.818 10.419 Total Head (ft) 1.100 0.256 0.465 0.177 0.266 0.172 0.414 0.471 0.347 0.581 0.257 0.154 0.292 Ponded Width Left Right (ft) (ft) 22.87 54.28 5.07 6.63 3.30 5.80 10.13 9 .37 10.60 14.19 1. 37 4.73 9.20 10.03 8.50 15 .27 2.20 8.83 2.17 8 .70 10.90 10.05 10.95 7.47 0.83 8.53 stmOutput A-29 Grate n/a 12.30 3. 0(1 11.588 8.551 0.516 10.30 10.30 A-30 Curb 10.00 n/a n/c. 8.520 7.618 0 .420 9.65 9.65 A-31 Curb 5.00 n/a n/c. 2.881 4.818 0.277 6.45 6.45 ---------------------------------·----------------------------------------------- Cumulative Junction Discharge Computations =================================:================================================ Node Node Weighted Cumulat . Cumulat. Intens. User Additional Total I. D. Type C-Value Dr .Area Tc Supply Q Q in Node Disch. (acres) (min) (in/hr) cfs) (cfs) (cfs) --------------------------------------------------------------------------------- A-1 Curb 0.550 0 .83 13.97 10.06 0 .000 0.00 4.594 A-9 Curb 0.350 0.59 12.54 10.57 0 .000 0 .00 2.183 A-15 Curb 0.286 30.08 46.73 5 .17 0.000 0 .00 44 .462 A-17 Grate 0.350 1. 84 24.15 7.62 0.000 0.00 4.908 A-2 Curb 0.550 1. 52 14.09 10.02 0.000 0.00 8.380 A-10 Curb 0.408 0.83 12.65 10.53 0 .000 0.00 3.564 A-3 Curb 0.542 2.68 12.41 10 .62 0.000 0.00 15.420 A-4 Curb 0 .553 4.37 14.79 9.80 0 .000 0.00 23.661 A-11 Curb 0.546 7.52 18.75 8.72 0.000 0.00 35.791 A-12 Curb 0.551 7.68 18.81 8.70 0 .000 0 .00 36.786 A-6 Curb 0.533 1. 29 10.00 11. 64 0 .000 0.00 8.004 A-5 Curb 0.503 0.46 10.00 11.64 0.000 0.00 2.690 A-7 Curb 0.653 0.75 14.84 9 .78 0 .000 0.00 4 .787 A-8 Curb 0.565 6.06 18.64 8.74 0.000 0.00 29.911 A-13 Curb 0.550 0.78 12.32 10.65 0.000 0 .00 4.570 A-14 Curb 0.550 8.95 19.48 8.55 0.000 0.00 42 .098 A-22 Curb 0.755 0.69 10 .00 11.64 0.000 0.00 6.063 A-21 Curb 0.324 11.00 32.07 6.49 0 .000 0.00 23.145 A-25 Curb 0.755 0.43 10.00 11.64 0.000 0 .00 3 .779 A-26 Curb 0.365 12.28 32.83 6 .40 0.000 0 .00 28.722 01 CircMh 0 .445 76.51 48.22 5 .07 0.000 0.00 172.445 A-27 Curb 0.375 42.81 47.46 5.12 0.000 0.00 82.121 A-28 Curb 0.434 72.27 47.52 5.11 0.000 0 .00 160.357 A-19 Grate 0.371 42.41 47.36 5 .13 0.000 0.00 80.671 A-20 Grate 0.263 9.83 31. 96 6.50 0.000 0.00 16.809 A-23 Curb 0.650 0.34 10.00 11.64 0.000 0.00 2.572 A-24 Curb 0 .661 0.49 10.15 11 .57 0.000 0.00 3.749 Jl JnctBx 0.550 1. 52 14.09 10.02 0.000 0.00 8.380 J2 JnctBx 0.553 4.37 14.79 9.80 0.000 0 .00 23.661 J3 JnctBx 0.551 7. 68 18.81 8.70 0.000 0.00 36.786 J4 JnctBx 0.408 0.83 12.65 10.53 0.000 0.00 3.564 JS JnctBx 0.339 11. 49 32.22 6.47 0.000 0.00 25.180 J6 JnctBx 0.339 11. 49 32.22 6.47 0.000 0.00 25.180 J8 JnctBx 0.434 72.27 47.52 5.11 0 .000 0.00 160.357 A-33 JnctBx 0 .517 28.77 33.10 6.37 0.000 0.00 94.772 J9 JnctBx 0.445 76.51 48.22 5.07 0.000 0.00 172.445 A-18 Curb 0.365 41. 08 47.10 5.14 0.000 0 .00 77.193 A-29 Grate 0.305 31. 44 46.84 5.16 0.000 0.00 49.539 A-30 Curb 0.600 1. 22 10.00 11.64 0.000 0.00 8.520 A-31 Curb 0.631 4.24 12.02 10 .77 0.000 0.00 28 .801 Page 11 stmOutput A-32 JnctBx 0 .630 2 .69 12.00 10.78 0.000 0.00 18.26S Conveyance Configuration Data ================================================================================== Run# Node I.D . 27 28 29 30 31 32 33 34 3S 36 37 38 39 1 2 3 4 s 6 7 8 9 10 11 12 13 14 lS 16 17 18 19 20 21 22 23 24 2S 26 40 US OS A-23 A-24 JS J6 A-2S A-26 A-33 A-28 J8 J9 A-29 A-31 A-32 A-1 A-2 Jl A-S A-6 A-3 A-4 J2 A-7 A-8 A-9 A-10 J4 A-11 A-12 J3 A-13 A-14 A-17 A-lS A-18 A-19 A-27 A-20 A-22 A-21 A-30 A-24 JS J6 A-26 A-26 A-33 A-28 J8 J9 01 A-18 J9 A-31 A-2 Jl A-4 A-6 A-3 A-4 J2 A-8 A-8 A-11 A-10 J4 A-11 A-12 J3 A-14 A-14 A-18 A-lS A-29 A-19 A-27 A-28 A-21 A-21 JS A-31 Flowline Elev. US OS (ft) (ft) 323 .42 323 .lS 321 .10 320 .29 319 .68 318.4S 316.83 313 .63 311.71 311.29 318 .70 313 .S9 314.19 327 .68 327 .40 326 .9S 32S.92 32S.SO 324 .S2 324 .2S 323 .83 321.86 321.20 324.27 323.79 323 .20 319.93 319.48 318 .9S 318 .41 316 .98 322.19 319.SO 316.09 314.77 314.24 32S .68 324.86 324 .13 314.9S 323 .2S 322 .10 32C.39 318 .SS 319 .4S 317.33 31 4 .13 312.31 311 . 39 311 .10 31E .69 31 2.79 3 1 4.09 327.SO 327.0S 32 4 .8S 325.7S 325 .02 324 .3S 323 . 93 321.30 321.69 32(.43 322.89 322 .30 32(.93 31S .58 31S .05 317.58 31E . 23 31E· .19 32(.50 31E. 70 314 .87 31 4 .34 31::. 92 32 ~.23 32~. 63 32 1 .70 31~.57 Shape # Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 2 Circ 2 Circ 2 Circ 2 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Page 12 Span (ft) 0.00 0 .00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0.00 0 .00 0.00 0 .00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0 .00 0.00 0 .00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0.00 0.00 0 .00 Rise (ft) 1. 50 1. 50 2 .50 2 .50 1. 50 2 .50 3 .00 3 .50 4 .00 4 .00 2 .50 2.SO 2 .00 1. 50 1. 50 1. 50 1. 50 1. 50 2 .00 2 .00 2.00 1. 50 2 .00 1. 50 1. so 1. 50 2 .50 2.50 2 .50 1. so 3.00 1. 50 2 .50 3.00 3 .00 3 .00 2 .00 1. so 2.00 1. 50 Length (ft) 35 .00 44 .71 92.93 219 .39 45.50 140.01 137.94 284 .67 77.98 48.87 174.54 107.05 10 .00 34.00 71 .00 202 .00 34.00 48.79 34 .00 43.00 179.50 3 4 .00 63 .24 34 .00 42.99 202.00 34.75 42 .50 270.25 34.00 160.50 169.49 69 .46 174 .51 62 .00 46.50 73.90 42.25 109.17 34 .00 Slope ( % ) 0.49 2 .35 0 .76 0 .79 0.51 0.80 1. 96 0 .46 0.41 0.39 1.15 0.75 1. 00 0.53 0.49 1. 04 0.50 0.98 0 .50 0.74 1. 41 0 .50 1. 22 1.12 1.14 1.12 1. 01 1. 01 0.51 0.53 0 .49 1. 00 1.15 0.70 0.69 0 .69 1. 96 0 .54 2.23 1.12 n value 0 .012 0 .012 0 .012 0.012 0 .012 0.012 0 .012 0.012 0 .012 0 .012 0.012 0.012 0 .012 0 .012 0 .012 0.012 0.012 0.012 0.012 0.012 0.012 0 .012 0 .012 0.012 0.012 0.012 0.012 0.012 0 .012 0 .012 0.012 0.012 0 .012 0.012 0.012 0 .012 0.012 0.012 0 .012 0 .012 stmOutput Conveyance Hydraulic Computations. Tail water = 310.870 (ft) ================================================================================== Hydraulic Grade line Depth Velocity June Run# us Elev OS Elev Fr.Slope Unif. Actual Unif. Actual Q Cap Loss (ft) (ft) ( % ) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft) ---------------------------------------------------------------------------------- 27* 324.01 323.84 0 .051 0.59 0.59 4.02 4.02 2.57 7.93 0.000 28* 323.62 322.57 0.109 0.47 0.47 7.86 7.86 3.75 17.44 0.000 29* 322.57 321. 85 0.321 1. 46 1. 46 8.42 8.42 25.18 38.85 0.000 30* 321.74 320.02 0.321 1. 45 1. 47 8.56 8.37 25.18 39.58 0.000 31* 320.40 320.17 0.110 0.72 0.72 4.50 4.50 3.78 8.09 0.000 32* 320.02 318.90 0.418 1. 57 1. 57 8.83 8.83 28.72 39.75 0.000 33* 318.35 316.91 0 .430 1. 44 2.78 14.07 6.93 94.77 202.23 0.000 34 316.91 315.11 0.541 3.28 3.28 8.56 8.56 160.36 148.46 0.000 35 314.43 314.23 0.265 2.72 2.84 8.82 8.41 160.36 199.40 0.000 36 314.23 314.04 0.307 2.94 2.94 8.72 8.72 172.45 194.09 0.000 37* 322.76 320.59 1. 243 2.15 2.50 11. 04 10.09 49.54 47.69 0.000 38* 315.21 314.41 0.420 1. 62 1. 62 8.55 8.55 28.80 38.42 0.000 39* 315.48 315.38 0.555 1. 29 1. 29 8.53 8.53 18.26 24.51 0.000 1* 328.73 328.71 0.163 0.80 1. 21 4.82 3.00 4.59 8.28 0.000 2 328.71 328.17 0.542 1. 31 1. 31 5.11 5.11 8.38 7.99 0.000 3* 328.07 326.51 0.542 0.94 1. 50 7.16 4.74 8.38 11.60 0.000 4* 326.89 326.89 0.056 0.60 1.14 4.10 1. 87 2.69 8.05 0.000 5* 326.89 326.65 0.495 0.93 1. 50 6.94 4.53 8.00 11. 29 0.000 6 326.65 326.51 0.396 1. 47 2.00 6.24 4.91 15.42 17.33 0.000 7 326.51 326.11 0.932 2.00 2.00 7.53 7.53 23.66 21.14 0.000 8* 326.11 324.44 0.932 1. 37 2.00 10.34 7.53 23.66 29.10 0.000 9* 324.50 324.44 0.177 0.83 1. 50 4.76 2.71 4.79 8.05 0.000 10 324.44 323.50 1. 489 2.00 2.00 9.52 9.52 29.91 27.05 0.000 11* 324.71 324.35 0.037 0.43 0.46 5.15 4.71 2.18 12.03 0.000 12* 324.35 323.92 0.098 0.56 0.62 5.97 5.16 3.56 12.15 0.000 13* 323.92 323.50 0.098 0.56 1. 50 5.93 2.02 3.56 12.07 0.000 14* 323.50 323.27 0.649 1. 70 2.50 10.07 7.29 35.79 44.60 0.000 15* 323.27 322.98 0.685 1. 73 2.50 10.16 7.49 36.79 44.70 0.000 16 322.98 321. 13 0.685 2.50 2.50 7.49 7.49 36.79 31. 64 0.000 17* 321.19 321. 13 0.161 0.80 1. 50 4.79 2.59 4.57 8.28 0.000 18* 321.13 320.59 0.339 2.09 3.00 8.02 5.96 42.10 50.70 0.000 19* 323.77 323.45 0.186 0.69 1. 50 6.20 2.78 4.91 11.37 0.000 20* 323.45 322.76 1. 001 1. 91 2.50 11. 03 9.06 44.46 47.70 0.000 21 320.59 318.60 1.141 3.00 3.00 10.92 10.92 77.19 60.42 0.000 22 318.60 317.82 1. 246 3.00 3.00 11. 41 11.41 80.67 60.18 0.000 23 317.82 316.91 1. 291 3.00 3.00 11. 62 11. 62 82.12 59.95 0.000 24* 326.68 325.29 0.470 0.99 1. 06 10.86 9.99 16.81 34.34 0.000 25* 325.81 325.58 0.284 0.95 0.95 5.14 5.14 6.06 8.40 0.000 26* 325.29 322.86 0.892 1.16 1.16 12.30 12.30 23.15 36.57 0.000 40* 315.88 315.50 0.560 0.93 0.93 7.39 7.39 8.52 12.03 0.000 ====================================END============================================ * Super critical flow. Page 13 ' ; f• r • . r stmOutput NORMAL TERMINATION OF WINSTORM . Warning Messages for current project: Runoff Frequency of: 10 Years Capacity of grade inlet exceeded at inlet Id= A-1 Total flow is <= then allowable carryover flow at inlet Id= A-1 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-9 Total flow is <= then allowable carryover flow at inlet Id= A-9 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-2 Total flow is <= then allowable carryover flow at inlet Id= A-2 A minimum drain size was assigned to this inlet. Total flow is <= then allowable carryover flow at inlet Id= A-10 A minimum drain size was assigned to this inlet . Capacity of grade inlet exceeded at inlet Id= A-6 Total flow is <= then allowable carryover flow at inlet Id= A-6 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-5 Total flow is <= then allowable carryover flow at inlet Id= A-5 A minimum drain size was assigned to this inlet . Capacity of grade inlet exceeded at inlet Id= A-7 Total flow is <= then allowable carryover flow at inlet Id= A-7 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-8 Total flow is <= then allowable c arryover flow at inlet Id= A-8 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-13 Total flow is <= then allowable c arryover flow at inlet Id= A-13 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-14 Total flow is <= then allowable carryover flow at inlet Id= A-14 A minimum drain size was assi.gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-22 Total flow is <= then allowable carryover flow at inlet Id= A-22 A minimum drain size was assi gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-21 Total flow is <= then allowable carryover flow at inlet Id= A-21 A minimum drain size was assi gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-25 Total flow is <= then allowable carryover flow at inlet Id= A-25 A minimum drain size was assj.gned to this inlet . Capacity of grade inlet exceeded at inlet Id= A-26 Total flow is <= then allowable carryover flow at inlet Id= A-26 A minimum drain size was assi gned to this inlet. Computed left ponded width exceeds allowable width at inlet Id= A-15 Capacity of sag inlet exceeded at inlet Id= A-15 Grate inlet in ·sag Id=A-17 has a % reduction safety factor= 25 Computed left ponded width exceeds allowable width at inlet Id= A-17 Page 14 stmOutput Computed right ponded width exceeds allowable width at inlet Id= A-3 Grate inlet in sag Id=A-19 has a % reduction safety factor 25 Grate inlet in sag Id=A-20 has a % reduction safety factor 25 Capacity of sag inlet exceeded at inlet Id= A-20 Grate inlet in sag Id=A-29 has a % reduction safety factor 25 Capacity of sag inlet exceeded at inlet Id= A-29 Discharge decreased downstream ncde Id= Jl Previous intensity used. Discharge decreased downstream ncde Id= J2 Previous intensity used. Discharge decreased downstream ncde Id= J4 Previous intensity used. Discharge decreased downstream ncde Id= J3 Previous intensity used. Discharge decreased downstream ncde Id= J6 Previous intensity used. Discharge decreased downstream ncde Id= J8 Previous intensity used. Tailwater set to uniform depth elevation 313.44(ft) Runoff Frequency of: 100 Years Capacity of grade inlet exceeded at inlet Id= A-1 Total flow is <= then allowable carryover flow at inlet Id= A-1 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-9 Total flow is <= then allowable carryover flow at inlet Id= A-9 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-2 Total flow is <= then allowable carryover flow at inlet Id= A-2 A minimum drain size was assigned to this inlet. Total flow is <= then allowable carryover flow at inlet Id= A-10 A minimum drain size was assigned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-6 Total flow is <= then allowable carryover flow at inlet Id= A-6 A minimum drain size was assi.gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-5 Total flow is <= then allowable carryover flow at inlet Id= A-5 A minimum drain size was ass j.gned to this inlet . Capacity of grade inlet exceeded at inlet Id= A-7 Total flow is <= then allowable carryover flow at inlet Id= A-7 A minimum drain size was assi gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-8 Total flow is <= then allowable carryover flow at inlet Id= A-8 A minimum drain size was assi gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-13 Total flow is <= then allowable carryover flow at inlet Id= A-13 A minimum drain size was assi gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-14 Total flow is <= then allowable c arryover flow at inlet Id= A-14 A minimum drain size was ass ~gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-22 Total flow is <= then allowable carryover flow at inlet Id= A-22 A minimum drain size was ass ~gned to this inlet . Capacity of grade inlet exceeded at inlet Id= A-21 Total flow is <= then allowable carryover flow at inlet Id= A-21 A minimum drain size was ass:.gned to this inlet . Capacity of grade inlet exceeded at inlet Id= A-25 Page 15 stmOutput Total flow is <= then ailowable carryover flow at inlet Id= A-25 A minimum drain size was ass i gned to this inlet. Capacity of grade inlet exceeded at inlet Id= A-26 Total flow is <= then allowable carryover flow at inlet Id= A-26 A minimum drain size was ass i gned to this inlet. Computed left ponded width exceecls allowable width at inlet Id= A-15 Capacity of sag inlet exceeded at inlet Id= A-15 Grate inlet in sag Id=A-17 has a % reduction safety factor= 25 Computed left ponded width exceeds allowable width at inlet Id= A-17 Computed right ponded width excee,ds allowable width at inlet Id= A-3 Capacity of sag inlet exceeded at inlet Id= A-3 Capacity of sag inlet exceeded at inl et Id= A-27 Capacity of sag inlet exceeded at inl et Id= A-28 Grate inlet in sag Id=A-19 has a % reduction safety factor = 25 Grate inlet in sag Id=A-20 has a % reduction safety factor = 25 Computed left ponded width exceec.s allowable width at inlet Id= A-20 Capacity of sag inlet exceeded at. inlet Id= A-20 Grate inlet in sag Id=A-29 has a % r eduction safety factor = 25 Capacity of sag inlet exceeded at. inlet Id= A-29 Capacity of sag inlet exceeded at inlet Id= A-30 Discharge decreased downstream nc•de Id= Jl Previous intensity used. Disc harge decreased downstream nc•de Id= J2 Previous intensity used. Discharge decreased downstream nc•de Id= J4 Previous intensity used . Discharge decreased downstream nc·de Id= J3 Previous intensity used. Discharge decreased downstream nc·de Id= J6 Previous intensity used . Discharge decreased downstream nc•de Id= JS Previous intensity used. Tailwater set to uniform depth elevation 314 .04(ft) Run# 34 Insufficient capacity . Run# 23 Insufficient capacity. Run# 22 Insufficient capacity. Run# 21 Insufficient capacity. Run# 37 Insufficient capacity. Run# 16 Insufficient capacity. Run# 10 Insufficient capacity. Run# 7 Insufficient capacity . Run# 2 Insufficient capacity . Page 16