Stormwater Studio Project File v 3.0.0.24 My Project Title False 5 New Line -------------------- 1 MH1-Outfall 0 105.451698303223 96.4921112060547 165.451705932617 96.4921112060547 0 0 60 0 3 3 102.5 0.002000046 102.62 1 0.013 106 109 Depressed Crown 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 -------------------- 0 0 0 0 0 0 0 0 0 0 0 0 1 MH1 0 0 New Line -------------------- 2 30-inch CMP 1 165.451705932617 96.4921112060547 218.484714521608 149.525119795046 -45 -45 75 0 2.5 2.5 103.22 0.0009999593 103.295 1 0.013 109 108.8 Depressed 0 Runoff -------------------- 0 2 0.6 10 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 0 4 4 2 2 2 0 2 0 0.5 0.5 1 CB3 0 0.013 New Line -------------------- 3 24-inch CMP 2 218.484714521608 149.525119795046 268.484729780397 149.525119795046 45 0 50.00002 0 2 2 103.795 0.008099972 104.2 1 0.013 108.8 108.18 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 -------------------- 7 0 4 4 2 2 2 4 2 0 0.05 0.02 1 HdWall 0 0.013 New Line -------------------- 4 Open Channel 3 268.484729780397 149.525119795046 328.484729780397 149.525119795046 0 0 60 3 3.999999 2 104.2 0.03671506 106.4029 1 0.02 108.2 110.4029 Depressed 0 Runoff -------------------- 0 4 0.57 10 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 3 6 6 0 0 0 0 2 0.02 0.08 1 0 2 0.013 New Line -------------------- 5 18-inch RCP 4 328.484729780397 149.525119795046 381.517738369388 96.4921112060549 45 45 75 0 1.5 1.5 107.8029 0.005251973 108.1968 1 0.013 110.4 111 Depressed 0 Runoff -------------------- 0 2 0.86 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 0 0 0 0 0 0 0 0 0 0 1 HdWall 0 0 User-defined Labels -------------------- 2 88.0923 203.0894 Stormwater Studio Arial Bold Italic 36 #FF808080 89.10026 187.4338 Sample Project With Open Channel Arial Italic 18 #FF808080 Rainfall IDF -------------------- sampleFHA.IDF C:\Users\Terry\Documents\StormwaterStudioProjects\Rainfall Files\SampleIDF.idf 4 FHA Sample IDF Curves I = B/(Tc + D)^E) Equation Coefficients = B, D, E, n/a 1,0,0,0,0 1,69.87033,13.10001,0.8658344,0 1,0,0,0,0 1,79.25974,14.60002,0.8369033,0 1,88.23514,15.50002,0.8279132,0 1,102.6072,16.50003,0.8217015,0 1,114.8193,17.20003,0.819854,0 1,127.1596,17.80003,0.818648,0 Intermediate Intensity Values = 5-min, 15-min, 30-min, 60-min 0,0,0,0 5.7,4,2.686,1.7 0,0,0,0 6.57732,4.6976,3.301556,2.1466 7.245359,5.2168,3.740692,2.4596 8.253059,5.9888,4.375514,2.9065 9.0486,6.596,4.871096,3.2542 9.84,7.2,5.364,3.6 False 62.5532630893307 410.514508849393 39.7511672973633 242.001441955566 Image Maps False 100 400 100 258.097686375321 Inlet Id and Line Id custom label locations -------------------- 0 0 0 0 0 0 214.514479786007 106.563165298203 248.30209804919 172.200979223375 0 0 0 0 0 0 0 0 0 0 Runoff Ids -------------------- DA-2 DA-4 DA-5 Crossing Data -------------------- False 0 0 0 0 0 0 0 0 0 Diversions -------------------- False 0 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 Outfall Structure Type -------------------- 4 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 0 0 0 111 0 Drawn Drainage Areas -------------------- Line No 001 0 Line No 002 0 Line No 003 0 Line No 004 0 Line No 005 0