Pond Sizing Calculator

Calculate preliminary detention pond storage requirements using the Modified Rational Method. Size orifice and weir outlets for stormwater management facilities. Professional-grade hydrology tool for civil engineers.

Calculation Mode

Pond Storage: Calculate preliminary detention storage volume using the Modified Rational Method.

Input Parameters

Peak Flow Data

Enter pre- and post-development peak flows

cfs

Peak flow before development

cfs

Peak flow after development

Storm Parameters

Enter watershed timing and rainfall

min

Watershed time of concentration

in/hr

Design storm intensity for Tc duration

Target Release (Optional)

Override default pre-development release rate

cfs

Leave blank to use pre-development peak

Detention Pond Sizing Overview

This calculator provides preliminary sizing for detention ponds and outlet structures. The Modified Rational Method estimates required storage volume based on the difference between post-development and pre-development peak flows.

Key equations:

  • Storage: Vs = 0.5 x (Qi - Qo) x (tc + td)
  • Orifice: Q = Cd x A x sqrt(2gh)
  • Weir: Q = Cw x L x H1.5

Typical Coefficients

Structure TypeCoefficientNotes
Sharp-crested orifice0.60Standard value
Short tube orifice0.80L/D = 2-3
Rectangular weir (US)3.33Sharp-crested
Cipolletti weir (US)3.371:4 side slopes
90-degree V-notch2.50Q = C x H^2.5

Source: FHWA HEC-22 (2009), Chapter 7-8.

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