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HomeMy WebLinkAboutApplication Files_85048_pg0384 1 Hydrograph Return Period F?Iydq@� ydra o ydrographs Extension for AutoCAD®Civil 3130 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 1 SCS Runoff ------ --- 1.519 2.930 3.989 5.519 6.939 8.411 Direct to Sullivan Avenue 2 SCS Runoff ------ ---- 2.957 --- 3.953 4.613 5.488 6.250 7.009 Sullivan Avenue Drainage West 3 SCS Runoff ----- ---- 5.869 ---- 8.044 9.490 11.41 13.08 14.75 C.B.#48 4 SCS Runoff ----- ------ 0.569 ------- 0.733 0.841 0.986 1.113 1.239 Swale#1 to Basin#1 5 SCS Runoff ---- ---- 1.437 ---- 1.851 2.126 2.492 2.812 3.131 Swale#2 to Basin#1 6 SCS Runoff --- --- 1.617 ---- 2.082 2.391 2.803 3.163 3.523 Swale#2 to Basin#2 7 SCS Runoff ---- ------ 2.126 ------ 2.738 3.144 3.686 4.159 4.632 Swale#3 to Basin#2 8 SCS Runoff ----- ----- 2.516 ------ 3.239 3.720 4.360 4.920 5.480 Swale#4 to Basin#2 9 SCS Runoff --- ----- 1.737 ---- 2.236 2.568 3.011 3.397 3.784 Swale#1 to Basin#2 10 SCS Runoff -- ---- 1.681 -- 2.709 3.446 4.466 5.380 6.308 Overland to Basin#1 11 Combine 3,4,5, ----- 9.192 ------ 12.82 15.28 18.59 21.49 24.40 To Basin#1 10 12 SCS Runoff ------ ------- 0.981 ----- 1.299 1.510 1.789 2.032 2.274 CB#47 13 SCS Runoff ------ ------ 0.756 ---- 1.106 1.344 1.663 1.944 2.226 CB#45 14 SCS Runoff ----_ --___ 0.667 ------- 1.036 1.293 1.644 1.956 2.270 CB#44 15 SCS Runoff ---- ------ 0.892 ----- 1.336 1.642 2.055 2.419 2.784 CB#43 16 SCS Runoff ------ ----- 0.109 ------- 0.211 0.287 0.397 0.499 0.605 CB#46 17 Combine 12, 13, 14, ----- 3.080 ------ 4.566 5.590 6.981 8.213 9.453 East of Basin#2 15, 16 18 Combine 6,7,8, ------- 7.996 ------ 10.29 11.82 13.86 15.64 17.42 West of Basin#2 9, 19 SCS Runoff - --- --- 0.347 -- 0.559 0.711 0.922 1.111 1.302 Overland to Basin#3 20 SCS Runoff ------ ----- 3.743 - -- 4.820 5.536 6.489 7.322 8.154 Swale#1 to Basin#3 21 SCS Runoff ---- ------ 1.976 --- 2.545 2.923 3.426 3.866 4.305 CB#42 22 Combine 19,20,21 ----- 5.991 ------- 7.818 9.042 10.68 12.11 13.55 To Basin#3 23 SCS Runoff ----- ---- 0.659 ---- 0.848 0.974 1.142 1.289 1.435 CB#40 24 SCS Runoff ----- --- 4.380 -- 5.642 6.480 7.597 8.573 9.548 CB#41 25 SCS Runoff ----- ------- 0.749 ---- 0.964 1.107 1.298 1.464 1.631 CB#39 26 SCS Runoff ------ ------- 1.557 ---- 2.080 2.426 2.885 3.285 3.683 CB#38 27 SCS Runoff ----- ---- 0.753 -- 1.868 2.784 4.156 5.465 6.862 Overland to Basin#4 28 Combine 23,24,25, ----- 7.071 - 9.665 11.59 14.29 16.72 19.22 To Basin#4 26,27 29 SCS Runoff ----- ----- 4.681 --- 6.639 7.956 9.714 11.25 12.78 Stormceptor#2 30 SCS Runoff ----- ------ 4.245 ------ 5.833 6.889 8.293 9.515 10.73 To Forebay 31 SCS Runoff ------ ------- 4.087 ------ 5.498 6.433 7.673 8.752 9.826 Stormceptor#1 32 SCS Runoff ---- ------- 1.059 -- 1.437 1.688 2.022 2.312 2.600 Entry Drive 33 SCS Runoff ------ - --- 2.751 --- 4.842 6.360 8.494 10.47 12.49 Overland to Basin#6 Proj. file: Proposed 2015 0202 Fill in Basin 5.gpw Monday, 02/2/2015