Introduction to USEPA SWMM CE 572 Analysis of
- Slides: 34
Introduction to USEPA SWMM CE 572 - Analysis of Urban Water Systems Fall 2008 1
Topics to Be Covered Ø SWMM’s Capabilities Ø Old SWMM v. New SWMM Ø SWMM’s Data Objects Ø SWMM’s Process Models Ø Additional Resources 2
What Is SWMM? SWMM is a distributed, dynamic rainfall-runoff simulation model used for single event or long-term (continuous) simulation of runoff quantity and quality from primarily urban areas. 3
SWMM’s Process Models 4
Hydrologic Modeling Features Ø Spatially and time varying rainfall Ø Evaporation of standing surface water Ø Snow accumulation and melting Ø Interception from depression storage Ø Infiltration into soil layers Ø Percolation into shallow groundwater Ø Interflow between groundwater & channels Ø Nonlinear routing of overland flow 5
Hydraulic Modeling Features Ø Handles drainage networks of any size Ø Accommodates various conduit shapes as well as irregular natural channels Ø Models pumps, regulators, storage units Ø Allows external inflows from runoff, groundwater, RDII, sanitary, DWF, and user-supplied time series Ø Uses flexible rule-based controls for pumps and regulators Ø Models various flow regimes, such as backwater, surcharging, reverse flow, and surface ponding 6
Water Quality Modeling Features Ø Pollutant buildup over different land uses Ø Pollutant washoff during runoff events Ø Reduction in buildup from street cleaning Ø Reduction in washoff from BMPs Ø Inflows from user-defined sources and sanitary DWF Ø WQ routing through the drainage network Ø User-defined treatment functions 7
Typical Applications of SWMM Design and sizing of drainage system components including detention facilities Ø Flood plain mapping of natural channel systems Ø Control of combined and sanitary sewer overflows Ø Generating non-point source pollutant loadings for wasteload allocation studies Ø Evaluating BMPs and LIDs for sustainability goals Ø 8
Limitations of SWMM Ø Not applicable to large-scale, non-urban watersheds Ø Not applicable to forested areas or irrigated cropland Ø Cannot be used with highly aggregated (e. g. , daily) rainfall data Ø Its an analysis tool, not an automated design tool 9
SWMM Chronology Ø 1971 - SWMM I (M&E, UF, WRE) Ø 1975 - SWMM II (UF) Ø 1981 - SWMM 3 (UF & CDM) Ø 1983 - SWMM 3. 3 (PC Version) Ø 1988 - SWMM 4 (UF & CDM) Ø 2005 – SWMM 5 (EPA & CDM) 10
Old SWMM Structure 11
Structure of SWMM 5 12
SWMM 5’s Visual Objects 13
Flow Routing Algorithms in SWMM 5 Ø Steady Flow l l Ø Kinematic Wave l l l Ø simple hydrograph translation applicable only to branched networks gravity force balanced by friction force attenuated & delayed outflow due to channel storage applicable only to branched networks Dynamic Wave l l solves full St. Venant eqns. accounts for channel storage, backwater effects, pressurized flow, and reverse flow applicable to any network layout requires smaller time step 14
Flow Routing Algorithms in SWMM 5 Ø Steady Flow Routing l Ø Kinematic Wave l l Ø Actually just sums instantaneous subcatchment runoff for all subcatchments upstream of the selected channel Uniform, unsteady flow No backwater, no surcharge, tree branch systems only unless flow splits are input Dynamic Wave l l Non-uniform, unsteady flow Backwater, surcharge, looped or parallel sewers, street routing of flooded sewer manholes 15
General Conceptual Model. For Dynamic Wave 16
Link and Node Properties 17
Hydraulic Boundary Condition at Nodes Grelev(NN, 1) Grelev(NN, 2) Conduit ( N) JN JN+1 18
Node Flooding Options 19
Surface Routing of Flood Flows Surface Gutter (N N) Zp(NN, 1) Zp(NN, 2) Conduit ( N) JN JN+1 20
Conceptual Representation of the Dynamic Routing Algorithm 21
Basic Flow Equation 22
Continuity Equation 23
Flow Cases Covered in Dynamic Routing Algorithm 24
Flow Cases Covered in Dynamic Routing Algorithm 25
Flow Cases Covered in Dynamic Routing Algorithm 26
Conceptual Representation of Storage in SWMM 27
Orifices and Weirs 28
Representation of Weirs 29
Representation of Pump 30
EPA SWMM Web Site http: //www. epa. gov/ednnrmrl/swmm/ 31
The SWMM-USERS List Server List servers provide a means for subscribers to get quick answers to questions and participate in discussions relating to the list server topics. Subscription is free, and subscribers receive all the e-mail that is sent to the list and can in turn send e-mail to the list. The SWMM-USERS list server is a forum for users of the public-domain USEPA SWMM program to share ideas and ask questions on issues related to stormwater management modeling. A searchable archive of past questions and answers is available through our SWMM Q&A database. To subscribe to a list, send an email to listserv@listserv. uoguelph. ca. Do not put anything in the subject line and, in the body of the message, include the following line (with NO other text and no brackets): SUBSCRIBE SWMM-USERS [first name] [last name] For example, SUBSCRIBE SWMM-USERS JANE DOE 32
SWMM Wrappers With GIS Interfaces Ø XP SWMM – XP Software (www. xpsoftware. com) Ø Mike SWMM – DHI Ø Info. SWMM - MWH Soft Ø PC SWMM – CHI (www. dhisoftware. com) (www. mwhsoft. com) (www. computationalhydraulics. com) 33
Homework 1. Download SWMM 5 from the EPA Website http: //www. epa. gov/ednnrmrl/models/swmm/index. htm 2. Download the User’s Manual 3. Page through the Users Manual so you are familiar with it 4. Look at the tutorial and be prepared to run it in class on Thursday 34
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