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GROUPE 3
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Example 3: Detention Pond Design
Plan
1. Problem Statement
2. System Representation
3. Model Setup
4. Model Results
5. Summary
6. Conclusion 2
Problem statement This example illustrates how to define, design, and evaluate a
detention pond using SWMM.
Detention pond for the post-development site3
System Representation • Defining the site after development (the designation of areas
representing the seven sub catchments). • Identifying the location of the pond and the network in which water
runoffs.
Study area map with storage unit SU14
System Representation
• The main elements used to design detention ponds in SWMM are:
Storage Units: described by a Storage Curve, an Evaporation Factor can be specified, and a Maximum Depth of storage must be defined.
Orifices: can be used to represent the opening along the side or bottom of the storage unit that serves as an outlet
Weirs: represent the opening at the top of the storage unit that serves as an overflow structure.
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Model SetupRunoff will be detained in
separate sections of the detention pond. Both sections will have the shape of a trapezoidal prism.
The upper prism will control the major storms (return periods: 10 years and 100-yr) while the lower prism will control the minor storms (WQCV and 2-yr). 6
Schematic Representation of a detention Pond
Model SetupConception Steps:
– Calculating the site’s average percent imperviousness.
– Determining the WQCV in watershed inches.– Identifying Pond dimensions.
7Geometry of the pond’s WQCV
Model Setup Conception Steps:
– Add a Storage Unit to the Model
• Size the WQCV Orifice “the entire WQCV is released within 40 hours” , so we
simulate that in 4 iterations. 8
Personal Work
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Results from SWMMFigure from QA
Comparison of Flow Through the Bottom Orifice of Example
EXTRAN3
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Figure from QA Results from SWMM
Comparison of Water Depth at the Inlet Node of the Orifice inExample EXTRAN3
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Figure from QA Results from SWMM
Flow Comparison for Link 1570 of Example EXTRAN3
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Figure from QA Results from SWMM
Flow Comparison for Link 1570 of Example EXTRAN3
Model SetupConception Steps:
– So after doing the 4
iterations we obtain
a curve which shows
the change in water
depth upstream of
the storage unit.
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WQCV drainage time for the 4 iterations
Model Setup
Outlet hydrographs for the 10-yr storm
Outlet hydrographs for the 100-yr storm
20Impact of urbanisation
Model Results
• The final SWMM model for the post-development site with the detention pond is shown in this picture.
21Details of the outlet structure
Summary
This table summarizes the characteristics of the different discharge elements included in the pond’s outlet.
Characteristics of the pond’s outlet structure 22
Conclusion
This example showed how SWMM could be used to design a
detention pond and its outlet structure to provide both a
water quality capture volume (WQCV) and peak runoff control.
The WQCV was designed to provide a 40 hour drawdown time
to satisfy water quality treatment requirements while the peak
runoff goal was to limit the maximum post-development
discharges for the 2-, 10- and 100-yr storms to their pre-
development values.
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