DESCRIPTION
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A dambreach flood wave propagates along a river reach with velocity and depth usually decreasing with time and distance. Forecasting dambreach flood waves has received considerable attention in the literature.
The breachoutflow hydrograph is a function of the geometric and hydraulic properties of the reservoir and the
geometric dimensions and geotechnical properties of the embankment. Its determination is usually subject to great uncertainty. From a
practical standpoint, given a feasible range of breachoutflow hydrographs at a damsite, there is a need to evaluate the propagation of these possible flood waves.
For any given reservoir, the breach outflow hydrograph peak discharge is inversely related to the flood duration and, by extension,
to the timeofrise of the hydrograph. Since the amount of
flood wave attenuation is inversely related to the timeofrise,
it follows that several postulated breachoutflow hydrographs may
eventually attenuate to about the same peak discharge.
This later value
is referred to as ultimate discharge, and the distance
where it occurs along the downstream channel
as the ultimate distance.
This online calculator computes both "ultimate" values.
The input is:
At the dam:
Peak discharge Q_{p} (m^{3}/s)
Released reservoir volume V_{r} (m^{3})
Effective breach width W_{b} (m)
Along the downstream channel:
Average channel flow top width T_{o} (m)
Average channel bed slope S_{o} (m/m)
Average value of Manning's
n
The output is:
Ultimate downstream distance X_{u} (m).
Ultimate downstream distance X_{u} (km).
Ultimate peak unitwidth discharge q_{pu} at distance
X_{u} (m^{2}/s)
Ultimate peak discharge Q_{pu} at distance
X_{u} (m^{3}/s)
Following the reference paper, the ratio of input variables V_{r} /W_{b} (released reservoir volume per unit of breach width) is limited
between the values of 27,000 m^{2} (small) and 108,000 m^{2} (large).
Likewise, the value of input variable bed slope S_{o} is limited between the values of 0.01 (steep) and 0.0001 (mild).
Given a postulated earth dam breach failure, the calculator will compute
the distance along the downstream channel
after which the peak discharge is likely to remain the same,
independently of the breach peak discharge.
In practice, this information may prove valuable in assessing the need for
emergency preparedness in the event of a postulated
earth dam breach failure.
Input/output analysis
This calculator provides an estimate of the ultimate distance and ultimate
discharge along the downstream channel, following a postulated earth dam breach failure.
The answer is shown to be independent of the breach peak discharge,
while dependent on:
(1) reservoir volume released during the failure, (2) estimated breach width, and (3)
the following average downstream hydraulic parameters: (a) flow width, (b) bed slope, and
(c) Manning's n. These values are used to route the downstream flow
using the dimensionless methodology described in the reference paper.
A default Manning's n = 0.05 is provided, considered to represent a typical field condition.
The calculator provides lumpedparameter estimates, useful for a preliminary appraisal
of the flooding risks associated with a postulated earth dam breach failure.
Thank you for running
online_dimensionless_dam_breach_analysis.
[190121]
