TECHNICAL NOTES
Apr 15, 2004

Simplified Use of Gamma-Distribution/Nash Model for Runoff Modeling

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydrologic Engineering
Volume 9, Issue 3

Abstract

A simple method is suggested for computing the direct runoff hydrograph resulting from a complex storm using a two-parameter gamma distribution as the instantaneous unit hydrograph. The computation of the incomplete gamma function is accomplished indirectly, which requires evaluations of only simple functions that can be performed on a scientific calculator. In place of “unit hydrograph,” a “unit kernel” approach is suggested, which reduces the computational effort when dealing with any selected sampling interval because it implicitly accounts for the sampling interval. The use of the unit kernel renders the S-curve invariant with the sampling interval, as opposed to the conventional procedure. The new procedure enhances the applicability of the two-parameter gamma distribution or the Nash model for rainfall-runoff modeling, as the calculations can be performed using a spreadsheet, such as an Excel spreadsheet. Application of the new procedure on published data sets shows that the direct runoff obtained is almost the same as computed using either tabulated or computer-obtained values of the incomplete gamma function.

Get full access to this article

View all available purchase options and get full access to this article.

References

Abramowitz, M., and Stegun, I. A. (1970). Handbook of mathematical tables, Dover, Washington, D.C.
Aron, G., and White, E. L.(1982). “Fitting a gamma distribution over a synthetic unit hydrograph.” Water Resour. Bull., 18(1), 95–98.
Collins, M. A.(1983). “Discussion of ‘Fitting a gamma distribution over a synthetic unit hydrograph,’ by G. Aron and E. L. White.” Water Resour. Bull. 19(2), 303–304.
Croley, T. E., II.(1980). “Gamma synthetic hydrographs.” J. Hydrol., 47, 41–42.
Dooge, J. C. I.(1959). “A general theory of unit hydrograph.” J. Geophys. Res., 64(2), 241–256.
Hann, C. T., Barfield, B. J., and Hays, J. C. (1994). Design hydrology and sedimentology for small catchments, Academic, New York.
Nash, J. E.(1959). “Systematic determination of unit hydrograph parameters.” J. Geophys. Res., 64(1), 111–115.
Nash, J. E.(1960). “A unit hydrograph study with particular reference to British catchments.” Proc. Inst. Civ. Eng., 17, 249–282.
Pearson, K. (1922). Tables of incomplete gamma functions, Her Majesty’s Stationary Office, London.
Singh, S. K.(2000). “Transmuting synthetic unit hydrographs into a gamma distribution.” J. Hydrologic Eng., 5(4), 380–385.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 9Issue 3May 2004
Pages: 240 - 243

History

Received: Mar 12, 2001
Accepted: Apr 20, 2003
Published online: Apr 15, 2004
Published in print: May 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Sushil K. Singh
Scientist, National Institute of Hydrology Roorkee, Roorkee 247 667, Uttar Anchal, India; formerly, Scientist, Regional Center, Sagar 470 001, M.P., India.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share