TECHNICAL PAPERS
May 1, 2006

Comparison of Two Nonparametric Alternatives for Stochastic Generation of Monthly Rainfall

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydrologic Engineering
Volume 11, Issue 3

Abstract

Monthly rainfall data are needed in the simulation of water resources systems, and in the estimation of water yield from large catchments. Models to generate monthly streamflow data can be applied to generate monthly rainfall data, but this presents problems for most regions, which have significant months of no rainfall. This paper compares two established approaches for generation of monthly hydrological variables. These approaches are (1) the method of fragments modified so as to ensure accurate representation of over-year variability and persistence between the last month of the year and the first month of the next year, and (2) the nonparametric order-1 simulation model with long-term dependence, that considers aggregate variables representing the previous 12 months to impart long-term persistence in addition to the representation of a short-term order-1 Markovian dependence. The first of the two methods, while simpler to implement, has the limitation that it represents a disaggregation of an annual aggregate variable that is generated using a separate stochastic model. The second method, while more mathematically complex, introduces over-year or longer-term persistence through the use of an internally accounted aggregate variable, thereby removing the need to generate aggregate values separately. In this study both the methods are applied to generate rainfall data from ten rainfall stations located in various parts of Australia, and results compared to evaluate performance at both monthly and annual time scales. In the comparison performed both the models were found to preserve the annual and monthly characteristics adequately.

Get full access to this article

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

Acknowledgments

The writers gratefully acknowledge the helpful comments of two anonymous ASCE Journal of Hydrologic Engineering reviewers.

References

Koutsoyiannis, D., and Manetas, A. (1996). “Simple disaggregation by accurate adjusting procedures.” Water Resour. Res., 32, 2105–2117.
Lall, U., and Sharma, A. (1996). “A nearest neighbor bootstrap for time series resampling.” Water Resour. Res., 32(3), 679–693.
Maheepala, S., and Perera, C. J. C. (1996). “Monthly hydrologic data generation by disaggregation.” J. Hydrol., 178, 277–291.
Mejia, J. M., and Rousselle, J. (1976). “Disaggregation models in hydrology revisited.” Water Resour. Res., 12(2), 185–186.
Porter, J. W., and Pink, B. J. (1991). “A method of synthetic fragments for disaggregation in stochastic data generation.” Proc., Hydrology and Water Resources Symp., Institution of Engineers, Australia, 187–191.
Scott, D. W. (1992). Multivariate density estimation: Theory, practice and visualization, Wiley, New York.
Sharma, A. (2000). “Seasonal to interannual rainfall probabilistic forecasts for improved water supply management. III: A nonparametric probabilistic forecast model.” J. Hydrol., 239, 249–258.
Sharma, A., and O’Neill, R. (2002). “A nonparametric approach for representing interannual dependence in monthly streamflow sequences.” Water Resour. Res., 38(7), 1100–1100.
Sharma, A., Tarboton, D. G., and Lall, U. (1997). “Streamflow simulation: A nonparametric approach.” Water Resour. Res., 33(2), 291–308.
Srikanthan, R., and McMahon, T. A. (1985). “Stochastic generation of rainfall and evaporation data.” AWRC Technical Paper No. 84.
Srikanthan, R., Kuczera, G., Thyer, M. A., and McMahon, T. A., (2002). “Generation of annual rainfall data for Australian stations.” Proc., Hydrology and Water Resour. Symp., Institution of Engineers, Australia.
Stedinger, J. R., and Vogel, R. M. (1984). “Disaggregation procedures for generating serially correlated flow vectors.” Water Resour. Res., 20(11), 47–56.
Tarboton, D. G., Sharma, A., and Lall, U. (1998). “Disaggregation procedures for stochastic hydrology based on nonparametric density estimation.” Water Resour. Res., 34(1), 107–119.
Valencia, D., and Schaake, J. C. (1973). “Disaggregation procedures in stochastic hydrology.” Water Resour. Res., 9, 580–585.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 11Issue 3May 2006
Pages: 222 - 229

History

Received: Apr 13, 2004
Accepted: Jul 18, 2005
Published online: May 1, 2006
Published in print: May 2006

Permissions

Request permissions for this article.

Authors

Affiliations

R. Srikanthan
Senior Hydrologist, Hydrology Unit Bureau of Meteorology, Melbourne, and Cooperative Research Centre for Catchment Hydrology, Monash Univ., Clayton, Australia.
A. Sharma
Senior Lecturer, School of Civil and Environmental Engineering, The Univ. of New South Wales, Sydney 2052, Australia (corresponding author). E-mail: [email protected]
T. A. McMahon
Professor, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, Melbourne, and Cooperative Research Centre for Catchment Hydrology, Monash Univ., Clayton, Australia.

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