Case Studies
Jun 15, 2011

Regional Statistical Models for the Estimation of Flood Peak Values at Ungauged Catchments: Peninsular Malaysia

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Publication: Journal of Hydrologic Engineering
Volume 17, Issue 4

Abstract

Multivariate regional statistical models were developed to estimate flood peak values of various return periods in the Peninsular Malaysia. Annual maximum flood peak data were collected, screened, and analyzed to identify the river gauging stations’ potential to produce identical flood frequency curves. The Peninsula was divided into 10 flood regions. The mean annual flood (MAF) for each region was considered as the function of catchment area (A) and mean annual rainfall (MAR). The regional equations exhibited good coefficient of determination (R2). Except for the west of Johor Baru State (Region F6), which showed an R2 value of 0.874, other regions had values greater than 0.90. The regions located along the eastcoast of the Peninsula exhibited better coefficients of determination compared with those for the westcoast, owing to the influence of the northeast monsoon along the eastcoast. Mean index errors (MIEs) with respect to the actual MAF of each flood region are provided to rationalize the design flood peak values to minimize the uncertainty in the predictions. Flood frequency values for the lower, mean, and upper limits were proposed to reduce the effect of outliers and uncertainty in prediction of flood peak values. Knowing the catchment area and MAR of the regions, the design flood peaks of various frequencies can be estimated for the rural ungauged catchments in the Peninsula.

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Acknowledgments

This study was carried out as a part of the National Water Resources Studies 2000–2050 funded by the Economic Planning Unit (EPU) of the Government of Malaysia. Contributions from all parties are greatly acknowledged.

References

Adamowski, K. (2000). “Regional analysis of annual maximum and partial duration flood data by nonparametric and L-moment methods.” J. Hydrol. (Amsterdam), 229(3–4), 219–231.JHYDA7
Aziz, K., Rahman, A., Fang, G., Haddad, K., and Shrestha, S. (2010). “Design flood estimation for ungauged catchments: Application of artificial neural networks for eastern Australia.” Proc., World Environmental and Water Resources Congress 2010, ASCE, Reston, VA, 2841–2850.
Beable, M. E., and McKerchar, A. I. (1982). “Regional flood estimation in New Zealand.” Water and Soil Technical Publication, No. 20, Water and Soil Division, Ministry of Works and Development, Wellington, New Zealand.
Bhaskar, N. R., and O’Connor, C. A. (1989). “Comparison of method of residuals and cluster analysis for flood regionalization.” J. Water Resour. Plann. Manage. Div., 115(6), 793–808.JWRDDC
Boni, G., Ferraris, L., Giannoni, F., Roth, G., and Rudari, R. (2007). “Flood probability analysis for un-gauged watersheds by means of a simple distributed hydrologic model.” Adv. Water Resour., 30(10), 2135–2144.AWREDI
Dawson, C. W., Abrahart, R. J., Shamseldin, A. Y., and Wilby, R. L. (2006). “Flood estimation at ungauged sites using artificial neural networks.” J. Hydrol. (Amsterdam), 319(1–4), 391–409.JHYDA7
Department of Irrigation and Drainage (DID). (1982). “Estimation of the design rainstorm in Peninsular Malaysia (Revised and updated).” Hydrological Procedure No. 1, Ministry of Agriculture, Kuala Lumpur, Malaysia.
Department of Irrigation and Drainage (DID). (1987). “Magnitude and frequency of floods in Peninsular Malaysia.” Hydrological Procedure No. 4, Ministry of Agriculture, Kuala Lumpur, Malaysia.
Department of Irrigation and Drainage (DID). (2000). “Urban stormwater management manual for Malaysia.” Chapter 1, Ministry of Agriculture, Kuala Lumpur, Malaysia.
Duan, Q., Sorooshian, S., and Gupta, V. K. (1992). “Effective and efficient global optimization for conceptual rainfall-runoff models.” Water Resour. Res., 28(4), 1015–1031.WRERAQ
Fill, H. D., and Stedinger, J. R. (1998). “Using regional regression within index flood procedures and an empirical Bayesian estimator original research article.” J. Hydrol. (Amsterdam), 210(1–4), 128–145.JHYDA7
Franchini, M., Galeati, G., and Lolli, M. (2005). “Analytical derivation of the flood frequency curve through partial duration series analysis and a probabilistic representation of the runoff coefficient.” J. Hydrol. (Amsterdam), 303(1–4), 1–15.JHYDA7
Gan, K. C., McMahon, T. A., and O’Neill, I. C. (1990). “Errors in estimated streamflow parameters and storage for ungauged catchments.” Water Resour. Bull.WARBAQ, 26(3), 443–450.
Gaume, E., Gaál, L., Viglione, A., Szolgay, A. J., Kohnová, S., and Blöschl, G. (2010). “Bayesian MCMC approach to regional flood frequency analyses involving extraordinary flood events at ungauged sites.” J. Hydrol. (Amsterdam), 394(1–2), 101–117.JHYDA7
Haan, C. (1977). Statistical methods in hydrology, Iowa State Univ. Press, Ames, IA.
Hua, J., Liang, Z., and Yu, Z. (2003). “A modified rational formula for flood design in small basins.” J. Am. Water Resour. Assoc., 39(5), 1017–1025.JWRAF5
Jingyi, Z., and Hall, M. J. (2004). “Regional flood frequency analysis for the Gan-Ming River basin in China.” J. Hydrol. (Amsterdam), 296(1–4), 98–117.JHYDA7
Kron, W. (2006). “Summer 2005 in Central Europe: Many alpine valleys under water.” Topics geo 2005, Munich Reinsurance Company, Munich, Germany.
Malekinezhad, H., Nachtnebel, H. P., and Klik, A. (2010). “Comparing the index-flood and multiple-regression methods using L-moments.” Phys. Chem. Earth PCEAAV, 36(1–4), 54–60.
Mamun, A. A., Hashim, A., and Daoud, J. I. (2010). “Regionalisation of low flow frequency curves for the Peninsular Malaysia.” J. Hydrol. (Amsterdam), 381(1–2), 174–180.JHYDA7
Marchi, L., Borga, M. E., and Preciso, E. (2010). “Characterisation of selected extreme flash floods in Europe and implications for flood risk management.” J. Hydrol. (Amsterdam), 394(1–2), 118–133.JHYDA7
Merz, R. (2002). “Understanding and estimating flood probabilities at the regional scale.” Ph.D. thesis, Technical Univ. of Vienna, Wiener Mitteilungen Wasser Abwasser Gewässer 181, Vienna, Austria.
Mkhandi, S. H., Kachroo, R. K., and Guo, S. L. (1996). “Uncertainty analysis of flood quantile estimates with reference to Tanzania.” J. Hydrol. (Amsterdam), 185(1–4), 317–333.JHYDA7
Nash, J. E., and Shaw, B. L. (1965). “Flood frequency as a function of catchment characteristics.” Proc., River Flood Hydrology Symposium, Institute of Civil Engineers, London.
Natural Environmental Research Council (NERC). (1975): Flood studies report, volume I—Hydrological studies, Water Resources Publications, Fort Collins, CO.
O’Connell, D. R. H. (2005). “Nonparametric Bayesian flood frequency estimation.” J. Hydrol. (Amsterdam), 313(1–2), 79–96.JHYDA7
Pegram, G., and Parak, M. (2004). “A review of the regional maximum flood and rational formula using geomorphological information and observed floods.” Water SA, 30(3), 377–392.WASADV
Riggs, H. C. (1973). “Regional analysis of streamflow characteristics.” Book 4, Chapter B3, Technique of water-resources investigations of the United States Geological Survey, U.S. Dept. of Interior, Washington, D.C.
Riggs, H. C. (1990). “Estimating flow characteristics at ungauged sites.” Regionalization in hydrology: Ljubljan symposium IAHS Publication No. 191, Int. Association of Hydrological Sciences, Wallingford, Oxfordshire, U.K.
Rodrıguez-Iturbe, I., and Valdes, J. B. (1979). “The geomorphologic structure of hydrologic response.” Water Resour. Res.WRERAQ, 15(6), 1409–1420.
Schwarze, R., Droege, W., and Opherden, K. (1999). “Regional analysis and modelling of groundwater runoff components from catchments in hard rock areas.” Regionalization in hydrology: International conference, Braunschweig, IAHS Publication No. 254, Int. Association of Hydrological Sciences, Wallingford, Oxfordshire, U.K., 221–232.
Sorooshian, S., and Gupta, V. K. (1995). “Model calibration.” Computer models of watershed hydrology, Singh, V. P., ed., Water Resources Publications, Highlands Ranch, CO, 23–68.
Viviroli, D., Zappa, M., Schwanbeck, J., Gurtz, J., and Weingartner, R. (2009). “Continuous simulation for flood estimation in ungauged mesoscale catchments of Switzerland. Part I: Modelling framework and calibration results.” J. Hydrol. (Amsterdam), 377(1–2), 191–207.JHYDA7
Wagener, T., McIntyre, N., Lees, M. J., Wheater, H. S., and Gupta, H. V. (2003). “Towards reduced uncertainty in conceptual rainfall: Runoff modelling. Dynamic identifiability analysis.” Hydrol. Processes, 17(2), 455–476.HYPRE3
Young, C. B., McEnroe, B. M., and Rome, A. C. (2009a). “Empirical determination of rational method runoff coefficients.” J. Hydrol. Eng., 14(12), 1283–1289.JHYEFF
Young, C. B., McEnroe, B. M., and Rome, A. C. (2009b). “Regional regression analysis and the rational method.” Proc., World Environmental and Water Resources Congress 2009, Great Rivers, Kansas City, MO, 342, 6231–6238.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 17Issue 4April 2012
Pages: 547 - 553

History

Received: Sep 17, 2010
Accepted: Jun 13, 2011
Published online: Jun 15, 2011
Published in print: Apr 1, 2012

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Abdullah A. Mamun [email protected]
Associate Professor, Bioenvironmental Engineering Research Center (BERC), Faculty of Engineering, International Islamic Univ. Malaysia, Jalan Gombak, 53100 Kuala Lumpur, Malaysia (corresponding author). E-mail: [email protected]
Alias Hashim
Director, Jurutera Perunding Zaaba Sdn. Bhd., 17 Jalan Daud, Kg. Baru, 50300 Kuala Lumpur, Malaysia.
Zalin Amir
Managing Director, Jurutera Perunding Zaaba Sdn. Bhd., 17 Jalan Daud, Kg. Baru, 50300 Kuala Lumpur, Malaysia.

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