SWAT+ Documentation

Introduction to SWAT+
SWAT/SWAT+ Literature
Watershed Configuration
- Spatial Objects
- Connectivity
Land Use and Management
Calibration
Output Analysis
- Basin Water Balance
SWAT+ Input Files
SWAT+ Output Files
Theoretical Documentation
- Climate: Energy
Atmospheric Water
Weather Generator
- Precipitation
Climate Customization
Section 2: Hydrology
Surface Runoff
Chapter 2:2 Evapotranspiration
Soil Water
- Soil Structure
- Percolation
- Bypass Flow
- Perched Water Table
- Lateral Flow
  - Lateral Flow Lag
Groundwater
Nitrogen
Phosphorus
Pesticides
Bacteria
Carbon
- Sub-model Description
- Changes from previous version
- Analytical Solutions
Sediment
Nutrient Transport
Pesticide Transport
Bacteria Transport
Water Quality Parameters
Growth Cycle
- Heat Units
  - Heat Unit Scheduling
- Dormancy
- Plant Types
Optimal Growth
Actual Growth
General Management
Water Management
Urban Areas
Septic Systems
- Biozone Algorithm
- Integration of Biozone Algorithm
  - Simulating Active and Failing Systems
Filter Strips and Grassed Waterways
- Filter Strips
- Grassed Waterways
Water Routing
Sediment Routing
- Landscape Contribution to Subbasin Routing Reach
- Sediment Routing In Stream Channels
  - Simplified Bagnold Equation (Default method)
  - Physics Based Approach for Channel Erosion
- Channel Erodibility Factor
- Channel Cover Factor
- Channel Downcutting and Widening
In-Stream Nutrient Processes
In-Stream Pesticide Transformations
Bacteria Routing
- Bacteria Decay
- Bacteria Sediment
Heavy Metal Routing
Impoundment Water Routing
Sediment In Water Bodies
Nutrients In Water Bodies
- Nutrient Transformations
- Total Balance
- Eutrophication
  - Phosphorus/Chlorophyll a Correlations
Pesticides In Water Bodies
Bacteria In Water Bodies
- Bacteria Decay
References

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SWAT+ Input Files
Basin
parameters.bsn

prf

Peak rate factor

Last updated 11 months ago

CtrlK

Sediment routing is a function of peak flow rate and mean daily flow. Because SWAT originally could not directly calculate the sub-daily hydrograph, this variable was incorporated to allow adjustment for the effect of the peak flow rate on sediment routing. This variable impacts channel degradation.

#1315: katie.mendoza's Oct 3 ET chapter

Change request updated 10 months ago