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Published byLoraine Wiggins Modified over 8 years ago
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Modeling an Urban Development with MIKE-SWMM Presented by: Melissa Figurski
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Site Layout 24.17 acres 46.8% Impervious
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Design Approaches Who cares about the environment anyway… Earth Day is every day…
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MIKE-SWMM Evaluations Pre-development –Natural runoff Post-development –Sewer system pipe runoff –Grassy swale to detention pond runoff
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Design Criteria, City of Austin Drainage Criteria Manual – detention ponds “Ponds shall be designed to reduce post- development peak rates of discharge to existing pre- development peak rates of discharge from the 2, 10, and 25 year storm events at each point of discharge from the project or development site.” Environmental Criteria Manual – runoff treatment volume “one-half inch of runoff plus an additional one-tenth inch for each ten percent increase of gross impervious cover over twenty percent within the drainage area to the control”
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Design Storms for Austin, Texas Technical Paper 40 Used SCS Type-II Distribution 2 year, 24-hour Storm 4.1 inches 10 year, 24-hour Storm 6.7 inches 25 year, 24-hour Storm 7.8 inches
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Undeveloped Site 10-year storm
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Site Layout 24.17 acres 46.8% Impervious
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Developed Site – Obtaining Watershed Parameters Does anyone know how to use this thing?!?!
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Developed Site – Obtaining Watershed Parameters
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Drainage Schematic For Pipe Flow
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RUNOFF Block
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EXTRAN Block
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Developed Site – concrete drainage with no controls Gutters cannot carry the 10 year storm
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Developed Site – concrete drainage with no controls 146 cfs!!
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Developed Site – Grass Drainage
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78.9 cfs - Getting Better… but there’s more work to be done!
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MIKE-VIEW
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Pond Sizing
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Sum Outflow Hydrographs
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Pond Sizing 41.3 cfs 10-year Storm Storage = 126,134.8 ft 3 2-year Storm Storage = 77,582.38 ft 3
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Pond Sizing Stage-Storage Table 10-year Control 2-year Control WQ Control Pond Outfall
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Almost There… Input Pond Stage/Storage Data into MIKE-SWMM Size Pond Outfall Structures for 2 and 10-year Storms Convince World to Use Swales
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