Technical Papers
Feb 20, 2015

Effect of Rainfall Temporal Distribution on the Conversion Factor to Convert the Fixed-Interval into True-Interval Rainfall

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 10

Abstract

In this study, the Weiss approach to derive the CF (the conversion factor to convert the fixed-interval annual maximum rainfall into the true-interval one) was examined and revised to consider the rainfall temporal distribution. As examples, several rainfall temporal distribution models currently being used in the rainfall-runoff analysis, along with several simple distributions such as triangular or pentagonal, were considered to derive the CF. The resulting CFs were then compared with the CFs estimated by analyzing the observed rainfall data, both in Korea and in several other countries, such as the United States, the United Kingdom, Australia, and New Zealand. The findings from this study can be summarized as follows. First, the effect of the temporal distribution of rainfall is very significant on the estimation of the CF. The CF for the impulse rainfall was the smallest at 1.0, and that for the uniformly-distributed rainfall was the highest at 1.333. Second, the CFs derived for the temporal distribution models considered in this study were higher than the empirical CFs used worldwide. Finally, it was found that, among simple distributions and temporal distribution models analyzed in this study, the quadratic functional form and the Keifer and Chu method provide the most similar CF value to the empirical CF values used in many countries mentioned above.

Get full access to this article

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

Acknowledgments

This research was funded partially by Basic Science Research Program through the Korea Research Foundation (KRF-2008-313-D01083) and partially by the National Research Foundation of Korea (NRF) through the Ministry of Education, Science and Technology (No. 2010-0014566).

References

Cho, H., Um, M.-J., Cho, W., and Cho, J. Y. (2006). “Adjustment factors of precipitation using one-minute data in Seoul.” Proc., 2006 Korea Water Resources Association Symp., Korea Water Resources Association, Seoul, Korea, 1506–1510.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York, 572.
Dwyer, I. J., and Reed, D. W. (1994). “Effective fractal dimension and corrections to the mean of annual maxima.” J. Hydrol., 157(1–4), 13–34.
Dwyer, I. J., and Reed, D. W. (1995). “Allowance for discretization in hydrological and environmental risk estimation.”, Institute of Hydrology, Wallington, U.K.
Fowler, H. J., Ekströmb, M., Kilsbya, C. G., and Jonesb, P. D. (2005). “New estimates of future changes in extreme rainfall across the UK using regional climate model integrations. 1. Assessment of control climate.” J. Hydrol., 300(1–4), 212–233.
Frederick, R. H., Myers, V. A., and Auciello, E. P. (1977). “Five- to 60-minute precipitation frequency for the eastern and central United States.”, National Oceanic and Atmospheric Administration, National Weather Service, Silver Spring, MD.
Hershfield, D. M. (1961). “Rainfall frequency atlas of the United States for durations from 30 minutes to 24 hours and return periods from 1 to 100 years.”, U.S. Dept. of Commerce, Washington, DC.
Huff, F. A. (1967). “Time distribution of rainfall in heavy storms.” Water Resour. Res., 3(4), 1007–1019.
Huff, F. A., and Angel, J. R. (1992). “Rainfall frequency atlas of the Midwest.”, Illinois State Water Survey, Champaign, IL.
Institute of Hydrology. (1999). Flood estimation handbook, Institute of Hydrology, Wallingford, U.K.
Jakob, D., Taylor, B., and Xuereb, K. (2005). “A pilot study to explore methods for deriving design rainfalls for Australia. Part 1.”, Australian Government Bureau of Meteorology, Melbourne, Australia, 5–14.
Jeong, J. H., and Yoon, Y. N. (2007). Design practices for water resources, Goomi Press, Seoul, Korea.
Keifer, C. J., and Chu, H. H. (1957). “Synthetic storm pattern for drainage design.” J. Hydraul. Div., 83(4), 1–25.
Kim, K.-H., Kim, Y. S., Lee, J. W., and Kim, S. (1988). “Conversion factor of maximum precipitation between fixed and sliding durations.” Proc., 1998 Korean Society of Civil Engineers Symp., Korean Society of Civil Engineers, Seoul, Korea, 216–219.
Lee, W. H., and Park, S. D. (1992). “A unification of the probable rainfall intensity formula at Seoul.” KSCE J. Civ. Eng., 12(4), 135–143.
Miller, J. F., Frederick, R. H., and Tracey, R. J. (1973). “Precipitation-frequency atlas of the western United States.”, National Weather Service, National Oceanic and Atmospheric Administration, U.S. Dept. of Commerce, Washington, DC.
MOCT (Ministry of Construction and Transportation). (2000). “Research survey report about development of management technique in water resources: Vol. 1 the probable isohyetal chart in Korea.” Seoul, Korea.
Moon, Y.-I., Oh, T.-S., Oh, K.-T., and Jun, S.-Y. (2008). “Conversion factor estimates between the rain data per minute and fixed-time-interval.” Proc., 2008 Korean Society of Hazard Mitigation Symp., Korean Society of Hazard Mitigation, Seoul, Korea, 679–682.
Oh, T. S., and Moon, Y.-I. (2008). “Conversion factor calculation of annual maximum precipitation in Korea between fixed and sliding durations.” KSCE J. Civ. Eng., 28(5B), 515–524.
Oh, T. S., Oh, K. T., Moon, Y.-I., and Park, R. K. (2008). “Conversion factor estimation of temporal time by calibration for minutely rain data using hourly rain data.” Proc., 2008 Korea Water Resources Association Symp., Korea Water Resources Association, Seoul, Korea, 1215–1219.
U.S. Weather Bureau. (1956). “Rainfall intensities for local drainage design in western United States.”, U.S. Dept. of Commerce, Washington, DC.
van Montfort, M. A. J. (1990). “Sliding maxima.” J. Hydrol., 118(1–4), 77–85.
Weiss, L. L. (1964). “Ratio of true to fixed-interval maximum rainfall.” J. Hydraul. Eng., 90(HY1), 77–82.
Yen, B. C., and Chow, V. T. (1980). “Design hyetographs for small drainage structures.” J. Hydraul. Div., 106(HY6), 1055–1076.
Yoo, C., and Jun, C. (2010). “A short note on the conversion factor of fixed- to true-interval precipitation.” Mag. Korea Water Resour. Assoc., 43(9), 123–129.
Young, C. B., and McEnroe, B. M. (2003). “Sampling adjustment factors for rainfall recorded at fixed time intervals.” J. Hydrol. Eng., 294–296.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 20Issue 10October 2015

History

Received: Oct 25, 2013
Accepted: Dec 23, 2014
Published online: Feb 20, 2015
Discussion open until: Jul 20, 2015
Published in print: Oct 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Chulsang Yoo [email protected]
Professor, School of Civil, Environmental and Architectural Engineering, College of Engineering, Korea Univ., Seoul 136-713, Korea (corresponding author). E-mail: [email protected]
Changhyun Jun
Research Assistant, School of Civil, Environmental and Architectural Engineering, College of Engineering, Korea Univ., Seoul 136-713, Korea.
Changyeol Park
Associate Researcher, Dept. of Safety and Environment Research, The Seoul Institute, Seocho-gu, Seoul 137-071, Korea.

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