TECHNICAL PAPERS
Dec 1, 2008

Evaluation of Statistical Rainfall Disaggregation Methods Using Rain-Gauge Information for West-Central Florida

Publication: Journal of Hydrologic Engineering
Volume 13, Issue 12

Abstract

Rainfall disaggregation in time can be useful for the simulation of hydrologic systems and the prediction of floods and flash floods. Disaggregation of rainfall to timescales less than 1h can be especially useful for small urbanized watershed study, and for continuous hydrologic simulations and when Hortonian or saturation-excess runoff dominates. However, the majority of rain gauges in any region record rainfall in daily time steps or, very often, hourly records have extensive missing data. Also, the convective nature of the rainfall can result in significant differences in the measured rainfall at nearby gauges. This study evaluates several statistical approaches for rainfall disaggregation which may be applicable using data from West-Central Florida, specifically from 1h observations to 15min records, and proposes new methodologies that have the potential to outperform existing approaches. Four approaches are examined. The first approach is an existing direct scaling method that utilizes observed 15min rainfall at secondary rain gauges, to disaggregate observed 1h rainfall at more numerous primary rain gauges. The second approach is an extension of an existing method for continuous rainfall disaggregation through statistical distributional assumptions. The third approach relies on artificial neural networks for the disaggregation process without sorting and the fourth approach extends the neural network methods through statistical preprocessing via new sorting and desorting schemes. The applicability and performance of these methods were evaluated using information from a fairly dense rain gauge network in West-Central Florida. Of the four methods compared, the sorted neural networks and the direct scaling method predicted peak rainfall magnitudes significantly better than the remaining techniques. The study also suggests that desorting algorithms would also be useful to randomly replace the artificial hyetograph within a rainfall period.

Get full access to this article

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

References

Bardossy, A. (1997). “Disaggregation of daily precipitation.” Proc., Workshop on Ribamod River basin modeling, management and flood mitigation: Concerted action, R. Casale, M. Borga, E. Baltas, and P. Samuels, eds., Monselice, European Commission: Environment and Climate Programme, Padua, Italy, 25–26 September, 1997, 40–53.
Bekele, Debele B., Srinivasan, R., and Parlange, J. Y. (2007). “Accuracy evaluation of weather data generation and disaggregation methods at finer timescales.” Adv. Water Resour., 30(5), 1286–1300.
Bishop, C. M. (1995). Neural networks for pattern recognition, Oxford University Press, Oxford, U.K.
Bosch, D. D., Sheridan, J. M., and Davis, F. M. (1999). “Rainfall characteristics and spatial correlation for the Georgia coastal plain.” Trans. ASAE, 42(6), 1637–1644.
Bowden, G. J., Maier, H. R., and Dandy, G. C. (2002). “Optimal division of data for neural network models in water resources applications.” Water Resour. Res., 38(2), 1–2.11.
Bras, R. L. (1990). Hydrology: An introduction to hydrologic science, Addison-Wesley, Reading, Mass.
Burckhardt-Gammeter, S., and Fankhauser, R. (1998). “Analysis of rainfall time series with regard to temporal disaggregation for the use in urban hydrology.” Water Sci. Technol., 37(11), 65–72.
Burian, S. J., Durrans, S. R., Nix, S. J., and Pitt, R. E. (2001). “Training artificial neural networks to perform rainfall disaggregation.” J. Hydrol. Eng., 6(1), 43–51.
Burian, S. J., Durrans, S. R., Tomic, S., Pimmel, R. L., and Wai, C. N. (2000). “Rainfall disaggregation using artificial neural networks.” J. Hydrol. Eng., 5(3), 299–307.
Connolly, R. D., Schirmer, J., and Dunn, P. K. (1998). “A daily rainfall disaggregation model.” Agric. Forest Meteorol., 92, 105–117.
Cowpertwait, P. S. P. (2006). “A spatial-temporal point process model of rainfall for the Thames catchment, U.K.” J. Hydrol., 330(3–4), 586–595.
Dowla, F. U., and Rogers, L. L. (1995). “Solving problems in environmental engineering and geosciences with artificial neural networks.” MIT Press, Cambridge, Mass.
Durrans, S. R., Burian, S. J., Nix, S. J., Hajji, A., Pitt, R. E., Fan, C. Y., and Field, R. (1999). “Polynomial-based disaggregation of hourly rainfall for continuous hydrologic simulation.” J. Am. Water Resour. Assoc., 35(5), 1213–1221.
Flitcroft, I. D., McDougall, V., Milford, J. R., and Dugdale, G. (1986). “The calibration and interpretation of METEBSAT-based estimates of Sahelian rainfall.” Proc., 6th METEBSAT Scientific Users’ Meeting, Amsterdam, November 1986.
Freeman, J. A., and Skapura, D. M. (1991). Neural networks: Algorithms, applications, and techniques, Addison-Wesley, Reading, Mass.
French, M. N., Krajewski, W. F., and Cuykendall, R. R. (1992). “Rainfall forecasting in space and time using a neural network.” J. Hydrol., 137, 1–31.
Ganguly, A. R. (2002). “A hybrid approach to improving rainfall forecasts.” Comput. Sci. Eng., 4(4), 14–21.
Ganguly, A. R., and Bras, R. L. (2003). “Distributed quantitative precipitation forecasting combining information from radar and numerical weather prediction model outputs.” J. Hydrometeor., 4(6), 1168–1180.
Gaume, E., Mouhous, N., and andrieu, H. (2007). “Rainfall stochastic disaggregation models: Calibration and validation of a multiplicative cascade model.” Adv. Water Resour., 30(5), 1301–1319.
Geurink, J. S., Nachabe, M., Ross, M., and Tara, P. (2000). “Surface water model development, calibration and recharge estimates.” Water Resource Rep. No. CMHAS.SWFWMD.00.03, Prepared for the Southwest Florida Water Management District, Brooksville, Fla.
Glasby, C. A., Cooper, G., and McGechan, M. B. (1995). “Disaggregation of daily rainfall by condition simulation from a point-process model.” J. Hydrol., 165, 1–9.
Green, W. H., and Ampt, G. A. (1911). “Studies on soil physics.” J. Agric. Sci., 4(1), 1–24.
Gutierrez-Magness, A. L., and McCuen, R. H. (2004). “Accuracy evaluation of rainfall disaggregation methods.” J. Hydrol. Eng., 9(2), 71–78.
Gyasi-Agyei, Y. (2005). “Stochastic disaggregation of daily rainfall into one-hour time scale.” J. Hydrol., 309(1–4), 19, 178–190
Hansen, J. W., and Ines, A. V. M. (2005). “Stochastic disaggregation of monthly rainfall data for crop simulation studies.” Agric. Forest Meteorol., 131(3–4), 233–246.
Hernandez, T., Nachabe, M., and Ross, M. (2003). “Modeling runoff from variable source in humid, shallow water table environments.” J. Am. Water Resour. Assoc., 39(5), 75–85.
Hershenhorn, J., and Woolhiser, D. A. (1987). “Disaggregation of daily rainfall.” J. Hydrol., 95, 299–322.
Hertz, J., Krogh, A., and Palmer, R. G. (1991). Introduction to the theory of neural computation, Addison-Wesley, Redwood City, Calif.
Hingray, B., and Haha, M. B. (2005). “Statistical performances of various deterministic and stochastic models for rainfall series disaggregation.” Atmos. Res., 77(1–4), 152–175.
Johann, G., Papadakis, I., and Pfister, A. (1998). “Historical precipitation time series for applications in urban hydrology.” Water Sci. Technol., 37(11), 147–153.
King, K. W. (2000). “Response of Green-Ampt Mein-Larsen simulated runoff volumes to temporally aggregated precipitation.” J. Am. Water Resour. Assoc., 36(4), 791–797.
Kottegoda, N. T., Natale, L., and Raiteri, E. (2003). “A parsimonious approach to stochastic multisite modeling and disaggregation of daily rainfall.” J. Hydrol., 274, 47–61.
Koutsoyiannis, D. (2003). “Rainfall disaggregation methods: Theory and applications.” Proc., Workshop on Statistical and Mathematical Methods for Hydrological Analysis, D. Piccolo, and L. Ubertini, eds., Rome, 1–23, Università degli Studi di Roma “La Sapienza,” 2003.
Koutsoyiannis, D., and Foufoula-Georgiou, E. (1993). “A scaling model of storm hyetograph.” Water Resour. Res., 29(7), 2345–2361.
Koutsoyiannis, D., and Onof, C. (2001). “Rainfall disaggregation using adjusting procedures on a Poisson cluster model.” J. Hydrol., 246, 109–122.
Koutsoyiannis, D., Onof, C., and Wheater, H. S. (2003). “Multivariate rainfall disaggregation at a fine time scale.” Water Resour. Res., 39(7), 1173.
Molnar, P., and Burlando, P. (2005). “Preservation of rainfall properties in stochastic disaggregation by a simple random cascade model.” Atmos. Res., 77(1–4), 137–151.
National Oceanic Atmospheric Administration (NOAA). (2004). Advanced warning operations course, ⟨https://wdtb.noaa.gov/courses/awoc/documentation/screen/AWOC_FY06_Individual/ICSvr1_ic1-lesson5_color.pdf.⟩.
Olsson, J. (1998). “Evaluation of a cascade model for temporal rainfall disaggregation.” Clin. Neurophysiol., 2, 19–30.
Olsson, J., and Berndtsson, R. (1997). “Temporal rainfall disaggregation based on scaling properties.” Proc., 3rd Int. Workshop on Rainfall in Urban Areas: Use of Historical Rainfall Series for Hydrological Modeling, 4–7 December, Pontresina, Switzerland.
Onof, C., Townend, J., and Kee, R. (2005). “Comparison of two hourly to 5-min rainfall disaggregators.” Atmos. Res., 77(1–4), 176–187.
Ormsbee, L. (1989). “Rainfall disaggregation model for continuous hydrologic modeling.” J. Hydraul. Eng., 115(4), 507–525.
Raman, H., and Sunikumar, N. (1995). “Multivariate modeling of water resources time series using artificial neural networks.” Hydrol. Sci. J., 40, 145–163.
Rodriguez-Iturbe, I., Cox, D. R., and Isham, V. (1988). “A point process model for rainfall: Further developments.” Proc. R. Soc. London, Ser. A, 417, 283–298.
Rodriguez-Iturbe, I., Cox, D. R., and Isham, V. (1987). “Some models for rainfall based on stochastic processes.” Proc. R. Soc. London, Ser. A, 410, 269–288.
Segond, M.-L., Onof, C., and Wheater, H. S. (2006). “Spatial-temporal disaggregation of daily rainfall from a generalized linear model.” J. Hydrol., 331(3–4), 674–689.
Singh, V. P., and Woolhiser, D. M. (2002). “Mathematical modeling of watershed hydrology.” J. Hydrol. Eng., 270, 270–292.
Sivakumar, B. (2001). “Rainfall dynamics at different temporal scales: A chaotic perspective.” Clin. Neurophysiol., 5(4), 645–651.
Sivakumar, B., Sorooshian, S., Gupta, V. J., and Gao, X. (2001). “A chaotic approach to rainfall disaggregation.” Water Resour. Res., 37, 61–72.
Socolofsky, S., and Adams, E. E. (2001). “Disaggregation of daily rainfall for continuous watershed modeling.” J. Hydrol. Eng., 6, 300–309.
Stern, R. D., and Coe, R.(1984). “A model fitting analysis of daily rainfall data.” J. R. Stat. Soc. Ser. A (Gen.), 147, 1–37.
Tara, P., Rokicki, R., and Ross, M. (2002). “Estimating the un-gauged flows in the Alafia River.” Water Resource Rep. No. CMHAS.SWFWMD.02.01, prepared for the Southwest Florida Water Management District, Brooksville, Fla.
Waymire, E., and Gupta, V. K. (1981). “The mathematical structure of rainfall representations, 1, 2, and 3.” Water Resour. Res., 17(5), 1273–1285.
Weigend, A. S., and Gershenfeld, N. A., eds. (1994). “Time series prediction: Forecasting the future and understanding the past.” Addison-Wesley, Reading, Mass.
Zhang, G., Patuwo, B. E., and Hu, M. Y. (1998). “Forecasting with artificial neural networks: The state of the art.” Int. J. Forecast., 14, 35–62.
Zhu, H. J., and Schilling, W. (1996). “Simulation errors due to insufficient temporal rainfall resolution—Annual combined sewer overflow.” Atmos. Res., 42, 19–32.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 13Issue 12December 2008
Pages: 1158 - 1169

History

Received: Sep 21, 2007
Accepted: Apr 2, 2008
Published online: Dec 1, 2008
Published in print: Dec 2008

Permissions

Request permissions for this article.

Authors

Affiliations

The Key Lab of Resource Environment & GIS of Beijing, College of Resource Environment and Tourism, Capital Normal Univ., Beijing, China 100048; formerly, Post Doctoral Research Associate, Univ. of South Florida, Tampa, FL 33620 (corresponding author). E-mail [email protected]
Renee R. Murch
Water Resource EngineerIntera, Inc., 1541 Dale Mabry Highway, Suite 202, Lutz, FL 33548.
Mark A. Ross
Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620.
Auroop R. Ganguly
Computational Sciences and Engineering Division, Oak Ridge National Laboratory, Oak Ridge, TN.
Mahmood Nachabe
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620.

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