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HomeMy WebLinkAboutPre-post comparison calculations.pdf Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (min) (ft3/s) (years) (ac-ft) SUB 1 Pre-Dev 1 yr 1 0.973 722.000 19.07 SUB 1 Pre-Dev 10 yr 10 2.951 721.000 53.28 SUB 1 Pre-Dev 25 yr 25 3.958 721.000 66.99 SUB 1 Pre-Dev 50 yr 50 4.801 721.000 77.49 SUB 1 Pre-Dev 100 yr 100 5.698 721.000 87.21 SUB 2 Pre-Dev 1 yr 1 1.295 722.000 25.37 SUB 2 Pre-Dev 10 yr 10 3.926 721.000 70.89 SUB 2 Pre-Dev 25 yr 25 5.267 721.000 89.12 SUB 2 Pre-Dev 50 yr 50 6.387 721.000 103.10 SUB 2 Pre-Dev 100 yr 100 7.580 721.000 116.02 1 SCM A Post-Dev 1 yr 1 0.331 722.000 7.05 1 SCM A Post-Dev 10 yr 10 0.840 721.000 15.37 1 SCM A Post-Dev 25 yr 25 1.084 721.000 18.35 1 SCM A Post-Dev 50 yr 50 1.284 721.000 20.60 1 SCM A Post-Dev 100 yr 100 1.495 721.000 22.62 1 SCM B Post-Dev 1 yr 1 0.300 722.000 6.38 1 SCM B Post-Dev 10 yr 10 0.760 721.000 13.91 1 SCM B Post-Dev 25 yr 25 0.981 721.000 16.62 1 SCM B Post-Dev 50 yr 50 1.163 721.000 18.65 1 SCM B Post-Dev 100 yr 1 1001 1.354 1 721.000 1 20.48 Node Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (min) (ft3/s) (years) (ac-ft) POA 1 Post-Dev 1 yr 1 0.331 722.000 7.05 POA 1 Pre-Dev 1 yr 1 0.973 722.000 19.07 POA 1 Pre-Dev 10 yr 10 2.951 721.000 53.28 POA 1 Post-Dev 10 yr 10 0.840 721.000 15.37 POA 1 Pre-Dev 25 yr 25 3.958 721.000 66.99 POA 1 Post-Dev 25 yr 25 1.084 721.000 18.35 POA 1 Pre-Dev 50 yr 50 4.801 721.000 77.49 POA 1 Post-Dev 50 yr 50 1.284 721.000 20.60 POA 1 Pre-Dev 100 yr 100 5.698 721.000 87.21 POA 1 Post-Dev 100 yr 100 1.495 721.000 22.62 POA 2 Post-Dev 1 yr 1 0.300 722.000 6.38 POA 2 Pre-Dev 1 yr 1 1.295 722.000 25.37 POA 2 Pre-Dev 10 yr 10 3.926 721.000 70.89 POA 2 Post-Dev 10 yr 10 0.760 721.000 13.91 POA 2 Pre-Dev 25 yr 25 5.267 721.000 89.12 POA 2 Post-Dev 25 yr 25 0.981 721.000 16.62 POA 2 Pre-Dev 50 yr 50 6.387 721.000 103.10 POA 2 Post-Dev 50 yr 50 1.163 721.000 18.65 POA 2 Pre-Dev 100 yr 100 7.580 721.000 116.02 Bentley Systems,Inc. Haestad Methods Solution Pond Pack CONNECT Edition LEN21003.ppc Center [10.02.00.01] 9/1/2023 27 Siemon Company Drive Suite 200 W Page 1 of 3 Watertown,CT 06795 USA +1-203-755-1666