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Peak Discharge from Drainage Basin Runoff

Last modified by
on
Mar 27, 2025, 5:35:12 PM
Created by
on
Jul 8, 2016, 4:59:28 PM
Q=CIA
(C)Runoff Coefficient
(I)Average Rainfall Intensity
(A)Drainage Area
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UUID
54cfacb4-452d-11e6-9770-bc764e2038f2

The Peak Discharge from Drainage Basin Runoff calculator computes discharge rate of a drainage basis based on the runoff coefficient, average rainfall intensity and the size of the drainage area.

INSTRUCTIONS: Choose units and enter the following:

  • (CRunoff Coefficient  (see table below)
  • (IAverage Rainfall Intensity
  • (ADrainage Area

Peak Discharge from Drainage Basin Runoff (PD):​ The discharge rate is returned in cubic meters per second and cubic feet per second.  However, these can be automatically converted to compatible units via the pull-down menu.

The Math / Science

The Peak Discharge from Drainage Basin Runoff is found using the Rational Method:

Q=CIA

where:

  • Q = Peak Discharge Rate
  • C = Runoff Coefficient
  • I = Average Rainfall Intensity
  • A = Drainage Area
Land Cover Type Runoff Coefficient (C)
Pavement / Concrete 0.70 - 0.95
Urban Areas (high density) 0.5 - 0.70
Lawns (sandy soil, flat) 0.05 - 0.15
Lawns (clay soil, steep) 0.25 - 0.35
Agricultural Land 0.10 - 0.50
Bare Soil 0.30 - 0.60
Gravel Areas 0.30 - 0.70

Use the Rainfall Intensity Calculator if you need I.

The Rational Method estimates peak discharges for drainage areas of up to about 200 acres (80 hectares) and no significant flood storage. Although the Rational Method estimates the peak discharge, it cannot estimate a flow volume or time series of flow.

Assumptions under the Rational Method: (If any one of these conditions is not true, the user should try an alternative method.)

  • tc for the drainage area must be less than the duration of peak rainfall intensity
  • Runoff is directly proportional to rainfall intensity
  • Rainfall intensity is uniform throughout the storm
  • Rainfall is distributed evenly over the drainage area
  • Rational Method does not account for storage
    • Available storage is assumed to be filled
  • Frequency of occurrence for the peak discharge is equal to the frequency of the rainfall producing that event
  • Minimum duration of rainfall intensity is 10 minutes
    • If the time of concentration (tc) computed is less than 10 minutes, then 10 minutes should be adopted for rainfall intensity computations

https://www.vcalc.com/attachments/54cfacb4-452d-11e6-9770-bc764e2038f2/peak rainfall.svg

Type of snow or ice (kg/m3)
Fresh New snow  50-70
Damp new snow 100-200
Settled snow 200-300
Depth hoar 100-300
Wind packed snow 350-400
Firn   (granular) 400-830
Very wet  700-800
Glacier ice 830-917
Rain/Melt 997

Hydrology (Water, Rain and Snow) Calculators:

References

Online Manuals (http://onlinemanuals.txdot.gov/txdotmanuals/hyd/rational_method.htm)

Geography AS Notes (https://geographyas.info/rivers/discharge-and-hydrographs/)


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