The Rational Method is intended for modeling one runoff node,
represented by a weighted runoff coefficient and total watershed
area. The Rational Hydrograph can be created using one of four
methods. They are Modified Rational, Dekalb Rational, Universal
Rational and User Defined Rational. All four methods require a
predefined IDF curve and the time of concentration to determine the
peak flow using the Rational formula.
The Modified Rational method assumes the time of concentration
is also the time of peak for the hydrograph. For a duration greater
than the time of concentration, this method creates a trapezoidal
shaped hydrograph. You may also apply a Receding Limb Factor in
order to changed the slope of the receding limb. The default factor
value is 1.
|
Modified Rational Hydrograph |
The Deltalb Rational method uses the Modified Rational method as
its foundation. Peak discharge is computed using the Rational
formula, then the time to peak and the time of base are adjusted to
five and ten times the time of concentration. Ten discharge values
at increments of time of concentration are computed by scaling the
peak discharge appropriately according to the following
template.
T/Tc |
Q/Qp if Tc < 20.0 min |
Q/Qp if Tc >= 20.0 min |
0 |
0 |
0 |
1 |
0.16 |
0.04 |
2 |
0.19 | 0.08 |
3 |
0.27 | 0.16 |
4 |
0.34 | 0.32 |
5 |
1.00 |
1.00 |
6 |
0.45 | 0.30 |
7 |
0.27 | 0.11 |
8 |
0.19 | 0.05 |
9 |
0.12 | 0.03 |
10 |
0.0 |
0.0 |
The Universal Rational method uses multiples of predefined
coefficients (see the following table) and the peak discharge to
compute ordinates at different times. Peak discharge is assumed to
be reached at a time equal to three times the time of
concentration. The time of base of the hydrograph is computed as
eleven times the time of concentration.
Time (min) |
Q |
0 |
0.0 |
Tc |
0.21Qp |
2Tc | 0.30Qp |
3Tc | Qp |
4Tc | 0.54Qp |
5Tc | 0.39Qp |
6Tc | 0.25Qp |
7Tc | 0.18Qp |
8Tc | 0.15Qp |
9Tc | 0.14Qp |
10Tc | 0.13Qp |
11Tc | 0.0 |
The User Defined Rational method is similar to the Dekalb
Rational method and the Universal Ration method, but with different
templates provide by users. This method computes a hydrograph by
using a dimensionless hydrograph template that has values for T/Tc
versus Q/Qp.
After entering all information, click Calculation button to generate the runoff hydrograph. Runoff Hydrograph button opens a dialog with the tabular and graphic data, from there you can draw the hydrograph on screen and save the hydrograph data to a file.
|
Runoff Hydrograph - Rational
Method |
Pulldown Menu Location: Watershed > Hydrograph Routing
> Watershed Hydrograph > Rational Method
Keyboard Command: runoffhyd3
Prerequisite: None