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Frequently asked
questions
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Diversions
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V2
= applies to MIDUSS Version 2 (current release)
M98 = applies to MIDUSS 98
You may design a pipe
to carry a 5 year flow, but if this subjected to a 100 year
storm the pipe will be unable to capture all of the runoff.
The diversion command allows you to separate the total runoff
hydrograph into the two components that will be conveyed by
the minor systems and the major system. The major system is
simply the flow that will remain on the surface of the road.
In the diversion
design the excess flow is defined as the difference between
the current peak flow and the overflow threshold. This can be
split in two ways. You can either define the fraction of the
excess flow that will be diverted or, by clicking on the
"Computed outflow peak" check box, you can define the required
outflow peak and MIDUSS will calculate the corresponding
diverted fraction.
The diverted
hydrograph is saved as a file which has the name given by
DIVnnnnn.hyd where ‘nnnnn’ is the node number at which the
diversion takes place. This file can be recovered at a
subsequent stage of your MIDUSS design session in order that
you can check the capacity of the major system.
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