TECHNICAL NOTES
Jan 1, 2009

Generation of Total Runoff Hydrographs Using a Method Derived from a Digital Filter Algorithm

Publication: Journal of Hydrologic Engineering
Volume 14, Issue 1

Abstract

A reliable prediction of the total runoff hydrograph is necessary for water resources management. This study investigates two approaches to generate total runoff hydrograph by adding baseflow to direct runoff hydrographs. The first approach uses a method, derived from a digital filter algorithm for hydrograph separation, to generate baseflow hydrographs from direct runoff hydrographs. The method appears to perform well in producing the overall shape of the total runoff hydrographs and the acceptable mass balance errors for a year of water cycle. For application, the recession baseflow constant needs to be estimated reliably and the initial baseflow could be approximated to the long-term mean dry weather flow. The second approach assumes a constant baseflow rate. Although this approach is still capable of producing the overall hydrograph shape, it yields high mass balance errors in the total runoff hydrographs for both monthly and long-term periods. Further analysis shows that two-third of the mass balance errors are contributed from periods with direct runoff, implying that the constant baseflow assumption could introduce significant errors into the computations of total runoff hydrograph.

Get full access to this article

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

References

Bergstrom, S., Lindstrom, G., and Petterson, A. (2002). “Multi-variable parameter estimation to increase confidence in hydrological modelling.” Hydrolog. Process., 16, 413–421.
Grossmann, A., and Morlet, J. (1984). “Decomposition of hardy function into square integrable wavelets of constant slope.” J. Math., 15, 732–736.
Krause, P., Boyle, D. P., and Base, F. (2005). “Comparison of different efficiency criteria for hydrological model assessment.” Adv. Geosci., 5, 89–97.
Madsen, H. (2000). “Automatic calibration of a conceptual rainfall-runoff model using multiple objectives.” J. Hydrol., 235, 276–288.
Madsen, H. (2003). “Parameter estimation in distributed hydrological catchment modelling using automatic calibration with multiple objectives.” Adv. Water Resour., 26, 205–216.
Morlet, G. A., Fourgeau, I., and Giard, D. (1982). “Wave propagation and sampling theory.” Geophysics, 47, 203–236.
Mugo, J. M., and Sharma, T. C. (1999). “Application of a conceptual model for separating runoff components in daily hydrograph in Kimakia forest catchment, Kenya.” Hydrolog. Process., 13, 2931–2939.
Nathan, R. J., and McMahon, T. A. (1990). “Evaluation of automated techniques for base flow and recession analysis.” Water Resour. Res., 26, 1465–1473.
Sujono, J., Shikasho, S., and Hiramatsu, K. (2004). “A comparison of techniques for hydrograph recession analysis.” Hydrolog. Process., 18, 403–413.
Task Committee on Hydrology Handbook of Management Group D of the American Society of Civil Engineers. (ASCE). (1996). Hydrology handbook, 2nd Ed., ASCE, New York.
Tung, C.-P., Hong, N.-M., Chen, C.-H., and Tan, Y.-C. (2004). “Regional daily baseflow prediction.” Hydrolog. Process., 18, 2147–2164.
Vogel, R. M., and Kroll, C. N. (1992). “Regional geohydrologic and geomorphologic relationships for estimation of low-flow statistics.” Water Resour. Res., 28(9), 2451–2458.
Vogel, R. M., and Kroll, C. N. (1996). “Estimation of baseflow recession constants.” Water Resour. Manage., 10, 303–320.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 1January 2009
Pages: 101 - 106

History

Received: Mar 29, 2007
Accepted: Apr 8, 2008
Published online: Jan 1, 2009
Published in print: Jan 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Stephen Boon Tan
Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, #B4b-07, 50, Nanyang Ave., Singapore 639798.
Edmond Yat-Man Lo, A.M.ASCE
Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, #01a-28, 50, Nanyang Ave., Singapore 639798.
Eng Ban Shuy
Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, #01a-23, 50, Nanyang Ave., Singapore 639798.
Lloyd Hock Chua
Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, #01c-70, 50, Nanyang Ave., Singapore 639798.
Wee Ho Lim
Project Officer, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, #B3b-28, 50, Nanyang Ave., Singapore 639798.

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