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HomeMy WebLinkAboutApplication Files_85048_pg0385 . 2 Hydrograph Return Period Rp ycdra o ydrographs Extension for AutoCAD®Civil 3DO 2013 by Autodesk,Inc.v10 Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type hyd(s) Description (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr 34 Combine 29,30,31, --- 14.81 --- 21.55 26.18 32.47 38.04 43.65 To Basin#6 32,33 35 SCS Runoff --- - ------- 6.920 ---- 9.012 10.40 12.24 13.85 15.45 CB#49-#50 36 SCS Runoff ----- -- 4.806 ----- 6.259 7.223 8,502 9.619 10.73 CB#51 &#52 37 SCS Runoff ----- ----- 2.154 --- 2.788 3.208 3.768 4.256 4.744 CB#53 38 SCS Runoff ------ ------ 2.356 ------- 3.308 3.945 4.794 5.535 6.273 CB#54&#55 39 SCS Runoff ----- ---- 0.832 ------ 1.219 1.481 1.835 2.145 2.455 CB#56&#57 40 SCS Runoff ----- - - 2.072 ----- 2.793 3.271 3.904 4.456 5.005 CB#5-CB#8 41 Combine 35,36,37, ------ 17.91 ----- 23.72 27.59 32.75 37.24 41.73 Site to Basin#5 38,39,40 42 SCS Runoff ------ ---- 2.591 ------- 4.858 6.554 8.988 11.23 13.54 Overland to Basin#5 43 Combine 41,42 --- 18.61 ---- 25.53 30.26 36.66 42.34 48.07 To Basin#5 44 SCS Runoff ------ ------ 8.466 -- 14.20 18.30 23.99 29.13 34.35 Rear of Red Star 45 Reservoir 44 ------- 1.112 ------ 2.207 2.836 3.279 3.629 3.965 Red Star 46 Reach 45 ------ 0.007 ------ 0.140 0.227 0.348 0.477 0.627 Rear Star Basin to MH 47 SCS Runoff ----- ------- 9.669 --- 12.91 15.06 17.91 20.39 22.87 Sullivan Ave Drainage East 48 SCS Runoff ----- - 0.928 --- 1.195 1.373 1.609 1.816 2.022 Sullivan Avenue to CB 49 SCS Runoff ------ ---- 1.180 ----- 3.705 5.997 9.577 13.08 16.87 Design Point#2 50 SCS Runoff ----- ------ 1.358 ----- 2.107 2.633 3.351 3.989 4.632 Overland to Basin#2 51 Combine 17, 18,50 ------ 11.19 ------ 15.18 17.88 21.52 24.73 27.95 To Basin#2 52 Combine 11,22,28, ---- 65.61 --- 90.64 107.84 131.17 151.83 172.65 To Basin#6 34,43,51 53 Reservoir 52 ----- 3.287 ------ 4.109 4.600 6.586 9.684 10.61 Basin#6 Outlet 54 Combine 1,2,46, ---- 6.936 ---- 10.15 12.22 15.03 17.51 20.94 MH Sullivan Avenue 53 55 Combine 47,48,54 -- - 1481 -- 21.18 25.34 30.73 35.49 40.27 Design Point#1 Proj. file: Proposed 2015 0202 Fill in Basin 5.gpw Monday, 02/2/2015