Theory
Hydrological Theory
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From the MIDUSS Version 2
Reference Manual - Chapter 7
(c) Copyright Alan A. Smith Inc. |
STORM - In MIDUSS this command allows you to define a rainfall
hyetograph either of the synthetic, design type or a historic storm.
The derivation of these are discussed in the following links.
CATCHMENT - This command prompts you to define a single
sub-catchment and computes the total overland flow hydrograph for the
currently defined storm.
The runoff hydrographs from the pervious and impervious areas are
computed separately and summed.
The roughness, degree of imperviousness and surface slope of both
the pervious and impervious fraction are defined in this command.
The effective rainfall on these two fractions is computed and
stored for future use. The runoff hydrograph from the two
fractions is computed separately and added to give the total runoff.
Large Catchments - The Lag and Route command is useful for
modelling the runoff from very large sub-catchments without having to
resort to specifying unrealistically long overland flow lengths.
Lag and Route computes the lag time in minutes of a hypothetical
linear channel and linear reservoir through which the runoff
hydrograph is routed. Typically this results in a smaller, delayed
runoff peak flow. Click
here for a detailed discussion.
Hydraulic Theory
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From the MIDUSS Version 2
Reference Manual -
Chapter 8
(c) Copyright Alan A. Smith Inc. |
This section explains some of the principles of
hydraulics which are used in the Design commands available in MIDUSS.
It is not intended to be a general treatment of hydraulics and you
should use a standard text on the subject to obtain information not
covered in this Help System.
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