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OpenSWMM Engine
6.0.0-alpha.4
Data-oriented, plugin-extensible SWMM Engine (6.0.0-alpha.4)
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This software is provided on an "as is" basis and the user assumes responsibility for its use. Although a reasonable effort has been made to assure that the results obtained are correct, the authors are not responsible and assume no liability whatsoever for any results or any use made of the results obtained from these programs, nor for any damages or litigation that result from the use of these programs for any purpose.
This reference manual was originally prepared by Lewis A. Rossman, Environmental Scientist Emeritus, U.S. Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, and Wayne C. Huber, Professor Emeritus, Oregon State University. Their foundational work on the SWMM water quality model and its documentation is gratefully acknowledged.
See Authors & Contributors for the complete list of authors and contributors.
SWMM is a dynamic rainfall-runoff simulation model used for single event or long-term (continuous) simulation of runoff quantity and quality from primarily urban areas. This document describes the water quality modeling capabilities of SWMM. It covers the simulation of pollutant buildup on land surfaces, their washoff during storm events, transport through the drainage system, and treatment by various control practices. The manual also describes how to model Low Impact Development (LID) controls for managing stormwater runoff quality.
BMP - Best Management Practice
CSO - Combined Sewer Overflow
EPA - Environmental Protection Agency
LID - Low Impact Development
NPDES - National Pollutant Discharge Elimination System
SWMM - Storm Water Management Model
TSS - Total Suspended Solids
TKN - Total Kjeldahl Nitrogen
TP - Total Phosphorus
BOD - Biochemical Oxygen Demand
COD - Chemical Oxygen Demand
TDS - Total Dissolved Solids
TOC - Total Organic Carbon
VSS - Volatile Suspended Solids
FSS - Fixed Suspended Solids
Figure 1-1. SWMM's Object Model
Figure 1-2. SWMM's Process Models
Figure 1-3. Simulation Process Overview
Figure 2-1. Pollutant Sources in Urban Areas
Figure 2-2. Pollutant Buildup on Land Surfaces
Figure 2-3. Pollutant Washoff During Storm Events
Figure 3-1. Street Cleaning Effectiveness
Figure 4-1. Pollutant Transport in Drainage System
Figure 5-1. Treatment Processes
Figure 6-1. LID Control Types
Figure 6-2. LID Control Performance
Table 1-1. SWMM Object Types
Table 2-1. Pollutant Types
Table 2-2. Land Use Categories
Table 3-1. Buildup Parameters
Table 4-1. Washoff Parameters
Table 5-1. Treatment Parameters
Table 5-4. Variables Available in Treatment Expressions
Table 5-5. Math Functions Available in Treatment Expressions
Table 6-1. LID Control Parameters