Stormwater Studio Project File v 3.0.0.24 Enter Project Name... False 7 New Line -------------------- 1 0 140.724946695096 196.162046908316 186.784825998074 196.162046908316 0 0 46.05988 0 1.5 1.5 100 0.004993573 100.23 1 0.011 105 105 Depressed Crown 0 Runoff -------------------- 0 0 0 0 0 0 0 0 0 0 Tc -------------------- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inlet -------------------- 0 0 4 4 2 2 2 0 2 0 0.05 0.02 1 0 0.013 New Line -------------------- 2 1 186.784825998074 196.162046908316 235.748364227056 171.547105710475 26.689582824707 26.68958 54.80259 0 1.5 1.5 100.23 0.00507637 100.5082 1 0.011 105 105.5 Depressed 0 Runoff -------------------- 0 0 0 0 0 0 0 0 0 0 Tc -------------------- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inlet -------------------- 0 1 4 4 2 2 2 0 2 0 0.05 0.02 1 0 0.013 New Line -------------------- 3 2 235.748364227056 171.547105710475 283.918901444911 197.261900552571 -54.7841415405273 -28.09456 54.6045 0 1.5 1.5 100.56 0.006043491 100.89 1 0.011 105.5 106 Depressed 0 Runoff -------------------- 0 0.25 0.8 15 0 0 0 0 0 0 Tc -------------------- User 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inlet -------------------- 0 2 4 4 2 2 2 0 2 0 0.05 0.02 1 0 0.013 New Line -------------------- 4 3 283.918901444911 197.261900552571 339.445633223898 196.779582642007 28.5922298431396 0.4976711 55.52883 0 1.5 1.5 100.89 0.005042403 101.17 1 0.011 106 106.5 Depressed 0 Runoff -------------------- 3 2 0.8 15 0 0 0 0 0 0 Tc -------------------- User 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inlet -------------------- 5 3 4 4 12 4 6 0 4 0 0.5 0.5 1 0 0.013 New Line -------------------- 5 1 186.784825998074 196.162046908316 236.016242446263 217.510039958919 -23.4427814483643 -23.44278 53.66069 0 1.25 1.25 100.48 0.00507634 100.7524 1 0.011 105 105.5 Depressed 0 Runoff -------------------- 0 0 0 0 0 0 0 0 0 0 Tc -------------------- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inlet -------------------- 0 1 4 4 2 2 2 0 2 0 0.05 0.02 1 0 0.013 New Line -------------------- 6 5 236.016242446263 217.510039958919 283.918901444911 197.261900552571 46.3562431335449 22.91346 52.00627 0 1.25 1.25 100.81 0.005960919 101.12 1 0.011 105.5 106 Depressed 0 Runoff -------------------- 0 0 0 0 0 0 0 0 0 0 Tc -------------------- User 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inlet -------------------- 8 5 4 4 2 2 2 0 2 0 0.05 0.02 1 Split 0 0.013 New Line -------------------- 7 4 339.445633223898 196.779582642007 376.225230752756 196.069099871814 0.608991384506226 1.106663 36.78646 0 1 1 101.67 0.004999093 101.8539 1 0.011 106.5 107 Depressed 0 Runoff -------------------- 0 0.25 0.8 15 0 0 0 0 0 0 Tc -------------------- User 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inlet -------------------- 7 0 4 4 2 2 2 0 2 0 0.05 0.02 1 0 0.013 User-defined Labels -------------------- 1 209.4297 256.4962 Looped Diversion Example Arial Bold Italic 36 #FF808080 Rainfall IDF -------------------- SampleIDF.idf 1 FHA Sample IDF Curves I = B/(Tc + D)^E) Equation Coefficients = B, D, E, n/a 1,0,0,0,0 1,58.12145,10.3,0.8106123,0 1,0,0,0,0 1,57.14459,10.3,0.754244,0 1,58.87803,10.3,0.7302822,0 1,63.54975,10.4,0.7096595,0 1,67.79652,10.5,0.6985808,0 1,72.20026,10.6,0.6898187,0 Intermediate Intensity Values = 5-min, 15-min, 30-min, 60-min 0,0,0,0 6.372,4.28,2.9044,1.85 0,0,0,0 7.313808,4.90856,3.51709,2.31164 8.036652,5.3916,3.959383,2.637273 9.132336,6.12436,4.603945,3.10432 9.998412,6.70368,5.108225,3.46815 10.86,7.28,5.6098,3.83 False 121.913810737723 404.514151606915 113.627345268512 277.887003787299 Image Maps False 100 400 100 271.215351812367 Inlet Id and Line Id custom label locations -------------------- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 296.519475209075 216.63364156127 0 0 0 0 0 0 Runoff Ids -------------------- Crossing Data -------------------- False 0 0 0 0 0 0 0 0 0 Diversions -------------------- False 0 False 0 True 6 False 0 False 0 False 0 False 0 Pipe Color 0-Concrete, 1-Metal, 2-HDPE 0 TIN Surface Proposed -------------------- False LandXML Background -------------------- False 25 100 2 Headwall Inlet Edge -------------------- 0 0 0 0 0 0 0 Outfall Structure Type -------------------- 1 0 0 0 0 0 0 Saved Profiles List -------------------- 0 TIN Surface Existing -------------------- False AASHTO Junction Loss Method -------------------- False Suppress Junction Losses -------------------- False Compute Supercritical Profile -------------------- False Headwalls With Weirs -------------------- 0 107 0 Drawn Drainage Areas -------------------- Line No 001 0 Line No 002 0 Line No 003 0 Line No 004 0 Line No 005 0 Line No 006 0 Line No 007 0