Time of travel (time of entry, time of concentration)
Generally these names refer to the time required for water to flow from the farthest point on a catchment to its outlet during a storm, following flow paths dictated by natural topography and human changes.
Times of flow are complex, since they depend on the intensity of rainfall as well as surface effects, and there is really no constant time. In DRAINS, separate times are required for paved, supplementary and grassed sub-areas using Horton (ILSAX) hydrology (and for impervious and pervious areas in the Rational Method, ERM and IL-CL models).
DRAINS provides various options to calculate travel times. Time of travel is also important for bypass flows or overflows from pits. At present, the time taken for them to reach their destination can be defined as a constant value in DRAINS, and you can allow DRAINS to calculate these.
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Lag time (Lag factor)
In hydrology, catchment lag or delay has a general meaning, as the time taken for runoff in general to flow off a catchment to its outlet. It relates to the time difference between the centroids of the rainfall hyetograph and the runoff hydrograph. ...
Time step
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Time-area method
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Data Entry and Review property sheets
DRAINS uses many 'forms' with spaces allowing you to enter data for a component such as a pit or channel, or to review and change data that were entered previously. They are opened by placing the mouse pointer on a component, clicking the right mouse ...
Sub-Catchment (Rational Method and ERM) property sheet
This appears when a ratrational method or extended rational method (ERM) model has been specified as the default model in the Hydrological Model dialog box called from the Hydrological Models option in the Project menu. The form of the box will ...