Stormwater Studio Project File v 3.0.0.24 My Project Title False 10 New Line -------------------- 1 MH1-Outfall 0 95.7437410148595 96.8509597287775 155.743741014859 96.8509597287775 0 0 60 0 3.5 3.5 101.23 0.001999919 101.35 1 0.013 104.73 110.3 Full Benched Normal 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 0.013 New Line -------------------- 2 MH2 - MH1 1 155.743741014859 96.8509597287775 191.099080074187 132.206298788105 -45 -45 50 0 3 3 101.95 0.01720001 102.81 1 0.013 110.3 109.5 Half Benched 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 MH2 0 0.013 New Line -------------------- 3 MH3 - MH2 2 191.099080074187 132.206298788105 231.40416660182 172.511385315738 0 -45 57 0 2 2 103.81 0.01410528 104.614 1 0.013 109.5 110.05 Half Benched 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 MH3 0 0.013 New Line -------------------- 4 MH4 - MH3 3 231.40416660182 172.511385315738 286.40416660182 172.511385315738 45 0 55 0 2 2 104.75 0.002000011 104.86 1 0.013 110.05 110.04 Depressed 0 Runoff -------------------- 7 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 -------------------- 6 0 0 0 0 0 0 4 2 0.5 0.08 0.05 0 G4 0 0.013 New Line -------------------- 5 CI5 - G4 4 286.40416660182 172.511385315738 346.401378058119 172.511385315738 0 0 59.99721 0 2 2 104.86 0.01000044 105.46 1 0.013 110.04 110.3501 Depressed 0 Runoff -------------------- 0 1.5 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 -------------------- 1 0 6 6 0 0 0 0 2 0.02 0.08 0.05 0 CI5 2 0.013 New Line -------------------- 6 HdWall - CI5 5 346.401378058119 172.511385315738 399.43438664711 119.478376726747 45 45 75 0 1.5 1.5 105.96 0.01 106.71 1 0.013 110.3501 113 Depressed 0 Runoff -------------------- 0 1 0.9 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 -------------------- 7 0 0 0 0 0 0 0 0 0 0 0 1 HdWall 0 0.013 New Line -------------------- 7 N6 - MH2 2 191.099080074187 132.206298788105 151.880957681024 171.427429288943 -89.997802734375 -134.9978 55.46493 0 2.75 2.75 103.06 0.001943631 103.1678 1 0.013 109.5 109 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 -------------------- 0 0 4 4 2 2 2 0 2 0 0.05 0.02 1 N6 0 0.013 New Line -------------------- 8 DC8 - N6 7 151.880957681024 171.427429288943 151.883066904607 226.427429248499 45 -89.9978 55 0 2.75 2.75 103.25 0.002000011 103.36 1 0.013 109 110.8 Depressed 0 Runoff -------------------- 5 2.5 0.66 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 -------------------- 4 0 10 6 0 0 0 0 0 0 0.25 0.25 1 DC8 0 0 New Line -------------------- 9 DG9 - DC8 8 151.883066904607 226.427429248499 106.883066937698 226.429154976885 -90 -179.9978 45 0 1.25 1.25 104.86 0.005028958 105.0863 1 0.013 110.8 112.9 Depressed 0 Runoff -------------------- 0 1.2 0.57 15.6 0 0 0 0 0 0 Tc -------------------- TR55 0.011 200 2.2 0.5 300 0.5 Paved 50 25 0.5 0.035 1000 0.016 100 2.2 0.3 0 0 Paved 0 0 0 0.015 0 0.011 0 0 0 0 0 Paved 0 0 0 0.015 0 Inlet -------------------- 5 8 0 0 0 3 4 0 3 0.015 0.25 0.25 0 DG9 0 0.013 New Line -------------------- 10 CI10 - DC8 8 151.883066904607 226.427429248499 206.883066864163 226.425320024916 90 0.002197266 55 0 1.25 1.25 106.55 0.003250816 106.7288 1 0.013 110.8 112 Depressed 0 Runoff -------------------- 0 1 0.7 10 0 0 0 0 0 0 Tc -------------------- FAA 0 0 0 0 120 0.49 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 -------------------- 1 0 4 6 0 0 0 0 2 0 0.1 0.03 1 CI10 2 0.013 User-defined Labels -------------------- 0 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 65.3746764516344 429.803451210335 55.842260815717 267.664189595868 Image Maps False 100 400 100 260.523186682521 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 0 401.650672650596 126.571338092632 0 0 0 0 0 0 0 0 0 0 0 0 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 False 0 False 0 False 0 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 5 Headwall Inlet Edge -------------------- 0 0 0 0 0 0 0 0 0 0 Outfall Structure Type -------------------- 4 0 0 0 0 0 0 0 0 0 Saved Profiles List -------------------- 0 TIN Surface Existing -------------------- False AASHTO Junction Loss Method -------------------- True Suppress Junction Losses -------------------- False Compute Supercritical Profile -------------------- False Headwalls With Weirs -------------------- 0 113 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 Line No 008 0 Line No 009 0 Line No 010 0