You can use the Runoff Properties tab to change the Runoff Method and various drainage related properties of the catchment.
Runoff Method
Specifies the method of determining rainfall runoff. The selection displays different properties for the tab. Select either SCS (Soil Conservation Service) or Time-Area Diagram (TOC).
Area
Displays the calculated area of the catchment.
Runoff Method (SCS)
Soil Conservation Service (SCS) runoff method only.
Shape Types
- Specifies the shape type for SCS calculation. Select either Curvilinear or Triangular.
Shape Factor
- Specifies the shape factor or peak rate factor as defined in NEH-4 Chapter 16. The typical value is 484 for a hydrograph where the volume under the falling side of the triangular unit hydrograph is equal to 1.67 times the volume under the rising limb of the curvilinear unit hydrograph.
Initial Abstraction Type
- The initial abstraction from the precipitation may be represented as the lesser total depth of precipitation, or as a fraction of the amount of precipitation. Specify either Depth or Fraction.
Initial Abstraction Depth
- When the Initial Abstraction Type is specified as Depth, this field represents the lesser depth of precipitation.
Initial Abstraction Fraction
- When the Initial Abstraction Type is specified as Fraction, this field represents the fraction of the amount of precipitation (between 0 to 1).
Composite Curve Number
- The weighted CN used by the calculation. It is calculated as follows:
CN = (PIMP / 100 * 98) + ((1 - (PIMP / 100)) * PACN)
where:
- PIMP = Percent Impervious
- PACN= Pervious Area Curve Number
Volumetric Runoff Coefficient
Runoff Coefficient
- Specifies the runoff coefficient for the catchment. Acceptable values are between 0.01 and 1.00. A runoff coefficient is used when calculating runoff with the Rational methods. This value is not used; however, it is exported as part of catchment data so it can be used in analysis applications.
Time Of Concentration
Time Of Concentration Method
Time Of Concentration
- Displays the sum of the calculated travel time values if the Time Of Concentration Method is set to TR-55. This field is editable if the Time Of Concentration Method is User-Defined.
Hydraulic Properties
Hydraulically Most Distant Point
- Displays the coordinates of the selected or calculated point that is the upstream end of the flow path.
Hydraulically Most Distant Length
- Displays the distance between the specified discharge point and hydraulically most distant point.
This length may not be the longest measurable distance between any two points within a catchment; it can be shorter.
Water moves through a watershed as sheet flow, shallow concentrated flow, swales, open channels, street gutters, storm sewers, or some combination of these. The hydraulically most distant length represents these flows along a path where "distant" relates to time rather than length.
Sheet Flow
TR-55 method only.
Sheet Flow Segments
- Displays the number of sheet flow segments defined within the flow path.
Total Sheet Flow Travel Time
- Displays the travel time for all sheet flow segments.
Shallow Concentrated Flow
TR-55 method only.
Shallow Concentrated Flow Segments
- Displays the number of shallow concentrated flow segments defined within the flow path.
Total Shallow Concentrated Flow Travel Time
- Displays the travel time for all shallow concentrated flow segments.
Channel Flow
TR-55 method only.
Channel Flow Segments
- Displays the number of channel flow segments defined within the flow path.
Total Channel Flow Travel Time
- Displays the travel time for all channel flow segments.