Spatial decision support for EPA SWMM5 stormwater, wastewater and watershed modeling
PCSWMM's powerful GIS engine works seamlessly with the latest GIS data formats, and provides intelligent tools for streamlining model development, optimization and analysis in a comprehensive range of applications.
With full support for the US EPA SWMM5 hydrology & hydraulics engine, PCSWMM provides a scalable and complete package for
1D & 2D analysis
Rainfall-runoff methods
Spatially-distributed rainfall (radar-rainfall)
Non-linear reservoir routing
Interception
Detention storage
Evaporation
Infiltration
Horton
Green-Ampt
SCS curve number
Overland sheet flow (Manning's formula)
Subcatchment to subcatchment routing (run-on)
Triangular unit hydrograph
Set of 3 per node
Initial abstraction and recovery
Groundwater interflow
Inflow from other hydrologic models
Routing methods (3 types)
Dynamic wave routing
Kinematic wave routing
Steady-state routing
Dynamic flow conditions
Open channel flow
Surcharged (pressure) flow
Reverse flow
Backwater effects
Looped-pipe networks
Force mains
Hazen-Williams
Darcy-Weisbach
Continuous and single-event modeling
Variable time step
Infiltration recovery
Pollutant build-up
Inflows
Direct inflow at hydraulic nodes
Baseline flow
Inflow time series (measured or third party runoff model generation)
Dry weather flow (DWF)
Hourly, daily, weekend and monthly time patterns
Sub-sewershed load allocation
Rainfall-dependent inflow and infiltration (RDII)
Triangular unit hydrographs (RTK)
Initial abstraction and recovery terms
Sub-sewershed specific responses
Monthly/seasonal variation
Groundwater inflow
Infiltration of groundwater into drainage system
Exfiltration of surface water from the drainage system
Aquifer unsaturated and saturated zone modeling
Groundwater recharge through subcatchment infiltration
Groundwater losses through evapotranspiration, lateral flow and deep percolation
Hydraulic model elements
Manholes / catchbasins / junctions
Inflows
Flooding and/or local ponding
Bolted covers (surcharging)
Major/minor system interaction
Losses
Inlet control
Drops and/or sumps
Detention/storages
Functional (power function relating area to stage)
Tabular (stage/area relationship)
Inline
Offline
Detention ponds (wet/dry)
Tanks
Outfalls
Free outfall boundary condition
Fixed elevation boundary condition
Tidal boundary condition
Time-varying boundary condition
Normal flow boundary condition
Flap-gate
Dividers (flow splitters)
Overflow
Cutoff
Tabular (rating curve
Weir
Conduits (26 types)
Open channel (6 types)
Rectangular
Trapezoidal
Triangular
Parabolic
Power
Irregular (with station/elevation cross-section data)
Closed conduit (20 types)
Circular
Force-main
Filled-circular (e.g. sediment depth)
Rectangular
Horizontal ellipse
Vertical ellipse
Arch (standard)
Arch (non-standard)
Rectangular with triangular bottom
Rectangular with round bottom
Basket handle
Modified basket handle
Egg shaped
Horseshoe
Gothic
Catenary
Semi-elliptical
Semi-circular
Custom conduit shapes (via shape curve)
Dummy (inflow = outflow)
Entrance, exit and other losses
Natural channels (irregular)
Transect station-elevation data with overbanks
HEC-RAS and HEC-2 data importing
Pumps (4 types)
Off-line pump with a wet well where flow increases incrementally with available wet well volume
In-line pump where flow increases incrementally with inlet node depth
In-line pump where flow varies continuously with head difference between the inlet and outlet nodes
Variable speed in-line pump where flow varies continuously with inlet node depth
Weirs (4+ types)
Transverse (incl. multiple end contractions)
Side-flow
V-notch
Trapezoidal (incl. multiple end contractions)
Leaping weirs (divider with diversion curve)
Reverse flow
Optional flap gate
Orifices (4 types)
Side circular
Side rectangular
Bottom circular
Bottom rectangular
Reverse flow
Optional flap gate
Outlets
Tabular (outflow/head relationship)
Functional (power function relating outflow to head)
Optional flap gate
Gates
Flap gates for Conduit, Orifice, Weir, Outlet and Outfall entities
Control rules (real-time control)
Passive real time control
Global optimal real time control (GO RTC)
Modulated controls
Proportional Integral Derivative (PID) controllers
Pump on/off controls
Weir crest elevation controls
Orifice size controls
Node depth, head or inflow based rules
Link flow or depth based rules
Simulation time based rules
Date/time based rules
Boolean logic structure (AND, OR, ELSE, PRIORITY)
DOWNLOAD :
http://rghost.net/private/6hxl9Zqhx/da8a453256225ed94a4b6283ccd6bd67 TESTED on Win 8.1 64Bit
credit for DAMASGATE
أكثر...
PCSWMM's powerful GIS engine works seamlessly with the latest GIS data formats, and provides intelligent tools for streamlining model development, optimization and analysis in a comprehensive range of applications.
With full support for the US EPA SWMM5 hydrology & hydraulics engine, PCSWMM provides a scalable and complete package for
1D & 2D analysis
Rainfall-runoff methods
Spatially-distributed rainfall (radar-rainfall)
Non-linear reservoir routing
Interception
Detention storage
Evaporation
Infiltration
Horton
Green-Ampt
SCS curve number
Overland sheet flow (Manning's formula)
Subcatchment to subcatchment routing (run-on)
Triangular unit hydrograph
Set of 3 per node
Initial abstraction and recovery
Groundwater interflow
Inflow from other hydrologic models
Routing methods (3 types)
Dynamic wave routing
Kinematic wave routing
Steady-state routing
Dynamic flow conditions
Open channel flow
Surcharged (pressure) flow
Reverse flow
Backwater effects
Looped-pipe networks
Force mains
Hazen-Williams
Darcy-Weisbach
Continuous and single-event modeling
Variable time step
Infiltration recovery
Pollutant build-up
Inflows
Direct inflow at hydraulic nodes
Baseline flow
Inflow time series (measured or third party runoff model generation)
Dry weather flow (DWF)
Hourly, daily, weekend and monthly time patterns
Sub-sewershed load allocation
Rainfall-dependent inflow and infiltration (RDII)
Triangular unit hydrographs (RTK)
Initial abstraction and recovery terms
Sub-sewershed specific responses
Monthly/seasonal variation
Groundwater inflow
Infiltration of groundwater into drainage system
Exfiltration of surface water from the drainage system
Aquifer unsaturated and saturated zone modeling
Groundwater recharge through subcatchment infiltration
Groundwater losses through evapotranspiration, lateral flow and deep percolation
Hydraulic model elements
Manholes / catchbasins / junctions
Inflows
Flooding and/or local ponding
Bolted covers (surcharging)
Major/minor system interaction
Losses
Inlet control
Drops and/or sumps
Detention/storages
Functional (power function relating area to stage)
Tabular (stage/area relationship)
Inline
Offline
Detention ponds (wet/dry)
Tanks
Outfalls
Free outfall boundary condition
Fixed elevation boundary condition
Tidal boundary condition
Time-varying boundary condition
Normal flow boundary condition
Flap-gate
Dividers (flow splitters)
Overflow
Cutoff
Tabular (rating curve
Weir
Conduits (26 types)
Open channel (6 types)
Rectangular
Trapezoidal
Triangular
Parabolic
Power
Irregular (with station/elevation cross-section data)
Closed conduit (20 types)
Circular
Force-main
Filled-circular (e.g. sediment depth)
Rectangular
Horizontal ellipse
Vertical ellipse
Arch (standard)
Arch (non-standard)
Rectangular with triangular bottom
Rectangular with round bottom
Basket handle
Modified basket handle
Egg shaped
Horseshoe
Gothic
Catenary
Semi-elliptical
Semi-circular
Custom conduit shapes (via shape curve)
Dummy (inflow = outflow)
Entrance, exit and other losses
Natural channels (irregular)
Transect station-elevation data with overbanks
HEC-RAS and HEC-2 data importing
Pumps (4 types)
Off-line pump with a wet well where flow increases incrementally with available wet well volume
In-line pump where flow increases incrementally with inlet node depth
In-line pump where flow varies continuously with head difference between the inlet and outlet nodes
Variable speed in-line pump where flow varies continuously with inlet node depth
Weirs (4+ types)
Transverse (incl. multiple end contractions)
Side-flow
V-notch
Trapezoidal (incl. multiple end contractions)
Leaping weirs (divider with diversion curve)
Reverse flow
Optional flap gate
Orifices (4 types)
Side circular
Side rectangular
Bottom circular
Bottom rectangular
Reverse flow
Optional flap gate
Outlets
Tabular (outflow/head relationship)
Functional (power function relating outflow to head)
Optional flap gate
Gates
Flap gates for Conduit, Orifice, Weir, Outlet and Outfall entities
Control rules (real-time control)
Passive real time control
Global optimal real time control (GO RTC)
Modulated controls
Proportional Integral Derivative (PID) controllers
Pump on/off controls
Weir crest elevation controls
Orifice size controls
Node depth, head or inflow based rules
Link flow or depth based rules
Simulation time based rules
Date/time based rules
Boolean logic structure (AND, OR, ELSE, PRIORITY)
DOWNLOAD :
http://rghost.net/private/6hxl9Zqhx/da8a453256225ed94a4b6283ccd6bd67 TESTED on Win 8.1 64Bit
credit for DAMASGATE
أكثر...