Stormwater Runoff Detention Basin Storage Volume

Compute runoff volume for detention basin to attenuate peak discharge from a design storm. TR-55 method.

 
 

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Select calculation, 
rainfall type, and units:  Watershed Area, A (mi2): 
Inflow, qi (ft3/s): 
Outflow, qo (ft3/s): 
Outflow/Inflow, qo/qi ratio: 
Runoff Depth, Q (inch): 
Runoff Volume, Vr (acre-ft): 
Storage Volume, Vs (acre-ft): 
Vs/Vr ratio: 
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Units for stormwater runoff storage volume: cm=centimeter, ft=foot, gal=U.S. gallon, gpm = U.S. gallon per minute, km=kilometer, m=meter, min=minute, s=second.

Stormwater Runoff Storage Volume Introduction
Communities usually have guidelines stating that stormwater runoff peak discharge at some location following development cannot exceed the runoff peak discharge prior to development. The "location" is usually somewhere in the watershed where flooding would be detrimental. Development usually involves clearing trees and brush, paving surfaces, and constructing buildings. These activities tend to increase stormwater runoff volume and peak discharge from the watershed.

Detention basin storage can be incorporated into developments to attenuate (reduce) the peak stormwater runoff discharge. For example, say a city requires the 25-yr, 24-hr storm to be the basis for design. Prior to development, the peak discharge due to runoff from this storm is, say, 150 cfs (ft3/s) at a specified location, and the peak discharge due to development is predicted to be, say, 300 cfs at the same location. The city won't approve the project unless the developer incorporates enough detention storage to reduce the predicted stormwater runoff peak discharge to the pre-development flow of 150 cfs at the specified location. The engineer can use our runoff calculation to determine the detention basin storage volume required to attenuate the peak discharge from 300 to 150 cfs. The runoff storage volume can then be implemented as a single pond with that volume or several ponds, basins, or depressions that add up to the required volume. The ponds/basins/depressions must go dry between storm events and should be located just upstream of the specified location. (To compute stormwater runoff depth and pre- and post-development peak discharge, use our SCS TR-55 Peak Discharge Calculator or Rational Method Peak Discharge Calculator.)

Our stormwater runoff detention storage basin volume calculation is based on methodology presented in Technical Release 55, Chapter 6 (SCS, 1986), of the USA Soil Conservation Service (now called the Natural Resources Conservation Service, NRCS), division of the USDA (USA Department of Agriculture). The NRCS has worked for decades developing runoff equations and conducting experiments to determine reliable models for predicting stormwater runoff storage volume for detention basins to reduce peak discharge from storm events.

We have made the runoff storage volume calculation useful for the international community by allowing a variety of units. Unfortunately, TR-55 only presents rainfall distribution maps for the USA. Therefore, non-USA users need to determine whether a typical 24-hr rainfall resembles a Type I or IA or Type II or III distribution.

Stormwater Runoff Storage Volume Equations (SCS, 1986)
The following equations are used for the calculation:

Vr = QA           Vs   =  Vr (Vs / Vr)          qo  =  qi (qo / qi)

where (L=Length units, T=time units): A = watershed area [L2].  Q = Runoff Depth [L].  q i = Inflow, or post-development peak discharge upstream of detention ponds [L3/T].  q o = Outflow, or post-development peak discharge downstream of detention ponds; often the pre-development peak discharge is used as this value [L3/T].  Vr = Runoff Volume [L3].  Vs = Detention Storage Volume [L3].

SCS (1986) provides equations and a graph for  Vs / Vr   vs. qo / qi .  Our stormwater runoff storage volume calculation uses the equations, but solves them backwards when solving for qo.

Vs / Vr  =  C0  +  C1 (qo / qi)  +  C2 (qo / qi)2   +  C3 (qo / qi)3
where:
C0 = 0.660,  C1 = -1.76,  C2 = 1.96,  C3 = -0.730  for Types I and IA rainfall distributions
C0 = 0.682,  C1 = -1.43,  C2 = 1.64,  C3 = -0.804  for Types II and III rainfall distributions
The equation and coefficients are valid for  0.1 <  qo / qi   < 0.8.

Stormwater Runoff Storage Required vs. Discharge

Stormwater runoff storage volume calculator error messages
"All inputs must be positive." This is an initial check of user input. No runoff storage volume results computed.

"Need 0.1 < qo / qi < 0.8." Vs not computed. The runoff storage volume calculation is only valid for qo / qi in the proper range.

"Vs / Vr  out of range."  qo not computed. The runoff storage volume calculation is only valid for Vs / Vr in the proper range as indicated in the above figure, depending on the rainfall distribution type.


Stormwater runoff storage volume references
U.S. Soil Conservation Service. Technical Release 55: Urban Hydrology for Small Watersheds. USDA (U.S. Department of Agriculture). June 1986. Retrieved from http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1044171.pdf

 

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Please contact us for consulting or other questions about stormwater runoff.

LMNO Engineering, Research, and Software, Ltd.
7860 Angel Ridge Rd.   Athens, Ohio 45701  USA   Phone: (740) 592-1890
LMNO@LMNOeng.com    http://www.LMNOeng.com

 

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Related Calculations:

SCS TR-55 Peak Discharge Calculator

Time of Concentration Calculator

Rational Equation Peak Discharge Calculator


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