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Modelling Urban Runoff Quantity using Storm Water Storm
Water Management (SWMM)
Prepared by
Kamal Ahmed
(PA123084)
Supervisor
Dr. Shamsuddin Shahid
Introduction
o EPA's Storm Water Management Model (SWMM) is used throughout
the world for planning, analysis and design related to stormwater
runoff, combined and sanitary sewers, and other drainage systems in
urban areas.
o SWMM is a comprehensive hydrological and water quality
simulation model used for single or continuous events of runoff in
urban areas.
o Stormwater monitoring programs in urban catchment are crucial for
characterizing the quality of stormwater runoff and formulate
effective pollution control strategy.
o SWMM tracks the flow rate, flow depth, and quality of water in each
pipe and channel during a simulation period made up of multiple time
steps.
Introduction
 SWMM 5 has recently been extended to model the hydrologic
performance of specific types of low impact development
(LID) controls.
 The LID controls that the user can choose include the
following seven green infrastructure practices:
o Bio-Retension cell
o Rain gardens
o Green roofs
o Street planters
o Rain barrels
o Infiltration trenches
o Vegetative swales
Model parameterization
 SWMM requires three major information for runoff quantity
modelling:
(1) Physical Catchment Characteristics
(2) Rainfall
(3) Infiltration
 The physical catchment data are
(a) Total catchment area (A)
(b) Percentage of impervious area (%Imp)
(c) Catchment width (W)
(d) Average slope (So)
(e) Surface depression storage
(f) Surface roughness
Study Area
Parking Lots
Landuse
Catchments
Sub
catchment Area Width Slope
S1 103 597 4
S2 41 377 3
S3 59 750 7
S4 53 592 8
S5 17 520 2
S6 11 347 2
S7 42 705 1
S8 34 259 2
Sub catchment Area Width Slope
S1 103 597 4
S2 41 377 3
S3 59 750 7
S4 53 592 8
S5 17 520 2
S6 11 347 2
S7 42 705 1
S8 34 259 2
Horton Infiltration
Junction Invert Elevation
J1 29
J2 23
J3 21
J4 18
J5 17
O 16
Conduits Length
C1 2404
C2 2204
C3 1295
C4 1584
C5 4159
THANK YOU

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UTM_SWMM_KAMAL

  • 1. Modelling Urban Runoff Quantity using Storm Water Storm Water Management (SWMM) Prepared by Kamal Ahmed (PA123084) Supervisor Dr. Shamsuddin Shahid
  • 2. Introduction o EPA's Storm Water Management Model (SWMM) is used throughout the world for planning, analysis and design related to stormwater runoff, combined and sanitary sewers, and other drainage systems in urban areas. o SWMM is a comprehensive hydrological and water quality simulation model used for single or continuous events of runoff in urban areas. o Stormwater monitoring programs in urban catchment are crucial for characterizing the quality of stormwater runoff and formulate effective pollution control strategy. o SWMM tracks the flow rate, flow depth, and quality of water in each pipe and channel during a simulation period made up of multiple time steps.
  • 3. Introduction  SWMM 5 has recently been extended to model the hydrologic performance of specific types of low impact development (LID) controls.  The LID controls that the user can choose include the following seven green infrastructure practices: o Bio-Retension cell o Rain gardens o Green roofs o Street planters o Rain barrels o Infiltration trenches o Vegetative swales
  • 4. Model parameterization  SWMM requires three major information for runoff quantity modelling: (1) Physical Catchment Characteristics (2) Rainfall (3) Infiltration  The physical catchment data are (a) Total catchment area (A) (b) Percentage of impervious area (%Imp) (c) Catchment width (W) (d) Average slope (So) (e) Surface depression storage (f) Surface roughness
  • 6.
  • 10. Sub catchment Area Width Slope S1 103 597 4 S2 41 377 3 S3 59 750 7 S4 53 592 8 S5 17 520 2 S6 11 347 2 S7 42 705 1 S8 34 259 2
  • 11.
  • 12.
  • 13.
  • 14.
  • 15.
  • 16. Sub catchment Area Width Slope S1 103 597 4 S2 41 377 3 S3 59 750 7 S4 53 592 8 S5 17 520 2 S6 11 347 2 S7 42 705 1 S8 34 259 2
  • 18. Junction Invert Elevation J1 29 J2 23 J3 21 J4 18 J5 17 O 16
  • 19. Conduits Length C1 2404 C2 2204 C3 1295 C4 1584 C5 4159
  • 20.
  • 21.
  • 22.
  • 23.
  • 24.
  • 25.
  • 26.
  • 27.
  • 28.
  • 29.
  • 30.