WMS:Universal Rational Hydrograph: Difference between revisions
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* [[WMS:Rational Method Computing Hydrographs|Computing Hydrographs with Rational Method]] | * [[WMS:Rational Method Computing Hydrographs|Computing Hydrographs with Rational Method]] | ||
* [[WMS:Rational Method Equation|Rational Method Equation]] | * [[WMS:Rational Method Equation|Rational Method Equation]] | ||
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Revision as of 21:44, 29 May 2013
The Universal Rational Hydrograph uses a set of coefficients and the peak discharge to compute the hydrograph ordinates at different times. The coefficients are shown in the following table and the resulting hydrograph is displayed.
| ||
/ | / | |
---|---|---|
0 | 0.00 | |
1 | 0.21 | |
2 | 0.30 | |
3 | 1.00 | |
4 | 0.54 | |
5 | 0.39 | |
6 | 0.25 | |
7 | 0.18 | |
8 | 0.15 | |
9 | 0.14 | |
10 | 0.13 | |
11 | 0.00 |
Notice that the peak occurs at , and the time base is equal to .
where:
- = time of concentration.
- = Flow at time , in cfs.
- = Peak flow.
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