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Modeling an Urban Development with MIKE-SWMM Presented by: Melissa Figurski.

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Presentation on theme: "Modeling an Urban Development with MIKE-SWMM Presented by: Melissa Figurski."— Presentation transcript:

1 Modeling an Urban Development with MIKE-SWMM Presented by: Melissa Figurski

2 Site Layout 24.17 acres 46.8% Impervious

3 Design Approaches Who cares about the environment anyway… Earth Day is every day…

4 MIKE-SWMM Evaluations Pre-development –Natural runoff Post-development –Sewer system pipe runoff –Grassy swale to detention pond runoff

5 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”

6 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

7 Undeveloped Site 10-year storm

8 Site Layout 24.17 acres 46.8% Impervious

9 Developed Site – Obtaining Watershed Parameters Does anyone know how to use this thing?!?!

10 Developed Site – Obtaining Watershed Parameters

11 Drainage Schematic For Pipe Flow

12 RUNOFF Block

13 EXTRAN Block

14 Developed Site – concrete drainage with no controls Gutters cannot carry the 10 year storm

15 Developed Site – concrete drainage with no controls 146 cfs!!

16 Developed Site – Grass Drainage

17 78.9 cfs - Getting Better… but there’s more work to be done!

18 MIKE-VIEW

19 Pond Sizing

20 Sum Outflow Hydrographs

21 Pond Sizing 41.3 cfs 10-year Storm Storage = 126,134.8 ft 3 2-year Storm Storage = 77,582.38 ft 3

22 Pond Sizing Stage-Storage Table 10-year Control 2-year Control WQ Control Pond Outfall

23 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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