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EPA SWMM5 Theory and Hands-On Tutorial - · PDF fileSWMM - First developed in 1971 Globally...
Transcript of EPA SWMM5 Theory and Hands-On Tutorial - · PDF fileSWMM - First developed in 1971 Globally...
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Manila Third Sewerage Project
EPA SWMM5 Theory and Hands-On TutorialHenry Manguerra
GEF-MTSP Consultant
August 3-4, 2011
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EPA SWMM5 Setup Program (Version 5.0.022)
SWMM Powerpoint Presentation Materials
SWMM User’s Manual
SWMM Application Manual
Map Windows Setup Program (Version 4.7.5)
Sample Project and Data Files◦ GIS
◦ Time Series Data
◦ SWMM Project Files
◦ MapWindow Project Files
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SWMM - First developed in 1971 Globally used for planning, analysis and design
primarily for urban areas◦ Stormwater runoff◦ Combined sewers◦ Sanitary sewers◦ Other drainage systems
SWMM Version 5 ◦ Major version release by USEPA National Risk
Management Research Laboratory (NRMRL) ◦ Integrated environment Preparing input data Running hydrologic, hydraulic, and water quality simulations Viewing of results in time series graphs and tables, profile
plots, and statistical frequency analysis
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Hydrologic◦ Time-varying rainfall◦ Surface water evaporation◦ Interception and depression storage◦ Infiltration, percolation, and interflow◦ Overland flow routing
Hydraulic◦ Steady and unsteady flow◦ networks of unlimited size and network elements such
as storage/treatment units, flow dividers, pumps, etc.◦ Natural channels and closed and open conduit shapes◦ Backwater, surcharging, reverse flow, and surface
ponding◦ External flow time series from runoff, groundwater
interflow, dry weather sanitary flow, and user-specified flows
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Water Quality◦ Dry-weather pollutant buildup over different land
uses
◦ Pollutant washoff during storm events
◦ Direct contribution of rainfall deposition
◦ Best management practices, treatment, and natural decay processes
◦ Contribution of dry weather sanitary flows and user-specified external inflows
◦ Water quality routing
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Drainage systems design for flood control
Floodplain mapping
Designing control strategies for minimizing combined sewer overflows
Evaluating impact of inflow and infiltration on sanitary sewer overflows
Generating nonpoint source loadings for load allocation studies and TMDL
Evaluating effectiveness of BMPs for reducing wet weather pollutant loadings
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System Requirements◦ IBM/Intel-compatible personal computer ◦ Windows 98/NT/ME/2000/XP/Vista/7 ◦ Very minimal memory, disk space, CPU requirements
Copy CD Files to Computer HardDrive◦ Create new folder C:\SWMMTraining◦ Copy files from the CD \SWMMTraining folder to
C:\SWMMTraining folder
Run SWMM Setup Program (c:\SWMMTraining\EPASWMM5\swmm5022_Setup.exe)◦ Note that your computer may restart after installation
Launch EPA SWMM5 program ◦ Program is installed normally at c:\Program Files\EPA
SWMM 5.0
HANDS-ON EXERCISE STOPPING POINT
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SWMM’s User’s Manual Chapter 2 pp. 7-32◦ C:\SWMMTraining\epaswmm5_users_manual.pdf
From SWMM User Interface click Help >>Tutorial from the Main Menu
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Main Menu
Data/Map Browser
Toolbars
Study Area Map
Status Bar
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User’s Manual Sections 2.1 – 2.2
Learning Objectives◦ Create a new project
◦ Set default options for
Naming conventions
Default object property values (catchment, nodes, links)
Map/Drawing options
◦ Tip: Always Save your project: Click File >> Save As from the main menu and then navigate to the SWMM Folder (c:\SWMMTraining\SWMMData) and save the file as tutorial.inp.
HANDS-ON EXERCISE STOPPING POINT
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Appendix A, p. 159 User’s Manual
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Catchment = Nonlinear Reservoir Catchment capacity (dp) = Depression storage Computes water balance over time
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Surface area and characteristic width
Percent imperviousness
Manning’s roughness coefficient for pervious and impervious surfaces
Infiltration Model◦ Horton
◦ Green-Ampt
◦ Curve number
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Initial estimate = Area / longest flow path
Key calibration parameter for surface runoff
Runoff
Time
Larger characteristic width produceshigher peak and shorter runoff hydrographduration
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Overland flow
Table A.6, User’s Manual)
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Horton
Green-Ampt
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NRCS (SCS) Curve Number◦ Table A.4, User’s Manual)◦ Table also provides
imperviousness estimates for types of urban areas
S = 1000/CN – 10S= infiltration capacity
Q = (P-0.2S)^2/(P+0.8S)
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Node Invert
Conduit Geometry
Conduit Roughness
Routing Model◦ Steady State
◦ Kinematic Wave
◦ Unsteady (Fully Dynamic)
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Longitudinal slope is computed from invert elevations of upstream and downstream nodes
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Table 3.1, User’s Manual
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Table A.8, User’s Manual
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St. Venant Equations
◦ Continuity Equation
◦ Momentum
0t
A
x
Q
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Steady
Kinematic Wave◦ Simplified Momentum Equation (slope of water
surface = channel longitudinal slope
Dynamic Wave◦ Completely solves momentum equation
◦ Simulate adequately backwater effects, flow reversal, pressurized flow, entrance/exit losses
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Continuous Stirred Tank Reactor (CSTR) -Perfect/ideal mixing
C = Concentration
Ci – Inflow ConcentrationQi = Inflow RateQ = Outflow RateV = VolumeK = First Order Decay CoefficientL = Pollutant Source/Sink
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User’s Manual Sections 2.3
Learning Objectives◦ Create/draw a network of catchments, nodes, and
conduits
◦ Tip: Save your project: Click File >> Save from the main menu.
HANDS-ON EXERCISE STOPPING POINT
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NOTE: This delineation is for illustration purposes only since the subcatchmentboundaries were delineated arbitrarily.
Watershed/Catchment/Subcatchment Level
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Development Site/Urban Drainage Network –Combined Sewer System
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User’s Manual Sections 2.4
Learning Objectives◦ Link catchments with their outlet nodes
◦ Associate catchments with climate stations
◦ Modify default property values of catchments, nodes, and conduits
◦ Create a rainfall time series input
◦ Tip: Save your project: Click File >> Save from the main menu.
◦ Tip: View the input file created thus far by selecting Project >> Details from the main menu.
HANDS-ON EXERCISE STOPPING POINT
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Continuous or event-based (e.g. design storm)
Rainfall value: intensity, volume, cumulative volume
2-hour duration1.0, 1.7 and 3.7 in totalamount, respectively
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User’s Manual Section 2.5 Learning Objectives
◦ Setting general simulation options Modules (Rainfall-Runoff, Flow Routing, Water Quality,
Groundwater, Snowmelt)
Period of simulation and time step
◦ View results Status report
View simulation results
View profile plot
◦ Tip: Save your project: Click File >> Save from the main menu.
HANDS-ON EXERCISE STOPPING POINT
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User’s Manual Section 2.6
Learning Objectives:◦ Specify pollutants to be analyzed
◦ Enter land use data by subcatchment
◦ Formulate pollutant buildup-washoff functions for each land use
◦ Tip: Save your project: Click File >> Save from the main menu
HANDS-ON EXERCISE STOPPING POINT
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Power
Exponential
Maximum Buildup for Power Function
Saturation
Options:
1. Power:
2. Exponential:
3. Saturation:
4. Time Series
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Options:
1. Exponential:
2. Rating Curve:
3. EMC: W = CQ
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Table A.9 User’s Manual
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User’s Manual Section 2.7
Learning Objectives◦ Use an external file as input for historical rainfall
record
◦ Perform statistical frequency analysis of results
Tip: Rainfall file sta310301.dat is located in the SWMM Training CD
Tip: Save your project: Click File >> Save from the main menu.
HANDS-ON EXERCISE STOPPING POINT
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Standard formats produced by U.S. and Canadian agencies
User-specified format Station ID Year Month Day Hour Minute
NonZeroRainfall
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