Hydrological Theory
Calculating Runoff
Rectangular Response Function |
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From the MIDUSS Version 2
Reference Manual - Chapter 7
(c) Copyright Alan A. Smith Inc. |
Figure 7-18 - Convolution
using a rectangular response function.
Figure 7-18
illustrates a convolution process in which the response function is
assumed to be rectangular with a dynamically varying time base equal
to the time of concentration as defined by equation [7.41].
where
L
= flow length (m or feet)
n
= Manning's roughness coefficient
S
= slope of overland flow (m/m or ft/ft)
ieff
= effective rainfall (mm/h or inch/h)
k
= 6.989 for metric units
= 0.939 for Imperial or US customary units
The ordinate of the
response function is given by
umax
= A/tc
so that the evaluation of a discretized
form of the convolution integral is relatively straightforward. If
the effective rainfall is also a simple rectangular function the
method reduces to the rational method. There is some evidence (Smith
& Lee, 1984 see references) that this method is appropriate when the
overland flow is dominated by runoff from relatively smooth,
impervious surfaces.
In using the
Rectangular Response option it is possible to define an artificially
short flowlength (e.g. 1.0 m) thus making
the time of concentration of negligible duration. This is equivalent
to employing a Dirac
d‑
function as the response function and may be of interest in simulating
other models.
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