Semidistributed Hydrologic Model for Flood Risk Assessment in the Pejibaye River Basin, Costa Rica
Publication: Journal of Hydrologic Engineering
Volume 17, Issue 12
Abstract
A semidistributed hydrologic model addressed to flood risk assessment is presented. The model has been applied and calibrated by means of a multistep calibration scheme to the Pejibaye River Basin in a series of flash flood events that occurred between 2006 and 2009. The model consists of a rainfall-runoff module, a surface runoff routing module (unit hydrograph method), a base flow module (linear reservoir method), and a channel-routing module. Two different unit hydrographs were contrasted and two different approaches (continuous and discrete) were used for average rainfall estimation. Model parameters were initially estimated by using classical formulation and documentation, and afterward were compared with calibrated parameters. The combination of the different unit hydrographs and average rainfall estimation procedures presented significantly different prediction errors. Rainfall-runoff and base flow methods showed a stable and reasonable behavior. Rainfall input was highlighted as a major source of error. However, the continuous method for average rainfall estimation was noted to slightly reduce timing errors as compared with the discrete method. Overall, the model reproduced reasonably the flash floods analyzed in this paper, both in calibration and validation ( between 0.81 and 0.87; Nash-Sutcliffe between 0.70 and 0.80), and therefore could be also suitable for other watersheds with similar climatic and geomorphologic conditions.
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Acknowledgments
This study has been made possible thanks to the funding support of the European Commission’s FP6 INCO-CT2004-510739 EPIC-FORCE (Evidence-based Policy for Integrated Control of Forested River Catchments in Extreme Rainfall and Snowmelt) project and the VIII Call of the Social Council of the UPM. We would like to thank the PRCR, ICE, and IMN of Costa Rica for their help and data supply, in particular Berny Fallas and Evelyn Quirós. We also thank Álvaro Muñoz Valcarce for English proofreading. Finally, we gratefully thank the three anonymous reviewers for their helpful suggestions.
References
Ajami, N. K., Gupta, H., Wagener, T., and Sorooshian, S. (2004). “Calibration of a semi-distributed hydrologic model for streamflow estimation along a river system.” J. Hydrol., 298(1–4), 112–135.
ArcGIS 9.2 [Computer software]. Environmental Systems Research Institute Inc., Redlands, CA.
Bathurst, J. C. et al. (2010). “Forests and floods in Latin America: Science, management, policy and the EPIC FORCE project.” Water Int., 35(2), 114–131.
Beven, K., and Binley, A. (1992). “The future of distributed models—Model calibration and uncertainty prediction.” Hydrol. Processes, 6(3), 279–298.
Carpenter, T. M. (1999). “National threshold runoff estimation utilizing GIS in support of operational flash flood warning systems.” J. Hydrol., 224(1–2), 21–44.
Carpenter, T. M., and Georgakakos, K. P. (2004). “Impacts of parametric and radar rainfall uncertainty on the ensemble streamflow simulations of a distributed hydrologic model.” J. Hydrol., 298(1–4), 202–221.
Carpenter, T. M., Georgakakos, K. P., and Sperfslagea, J. A. (2001). “On the parametric and NEXRAD-radar sensitivities of a distributed hydrologic model suitable for operational use.” J. Hydrol., 253(1–4), 169–193.
CARTA 2005 mission. (2005). Centro Nacional de Alta Tecnología (CENAT) and NASA Johnson Space Center. San José, Costa Rica.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Clark, C. O. (1945). “Storage and the unit hydrograph.” Trans. Am. Soc. Civ. Eng., 110, 1419–1446.
Collier, C. G. (2007). “Flash flood forecasting: What are the limits of predictability?.” Q. J. R. Meteorolog. Soc., 133(622), 3–23.
Cunge, J. A. (1969). “On the subject of a flood propagation computation method (Muskingum method).” J. Hydraul. Res., 7(2), 205–230.
Doan, J. H. (2000). Geospatial hydrologic modeling extension HECGeoHMS user’ s manual, U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, CA.
Eckhardt, K. (2005). “How to construct recursive digital filters for baseflow separation.” Hydrol. Processes, 19(2), 507–515.
Eckhardt, K. (2008). “A comparison of baseflow indices, which were calculated with seven different baseflow separation methods.” J. Hydrol., 352(1–2), 168–173.
Enfield, D. B., and Alfaro, E. J. (1999). “The dependence of Caribbean rainfall on the interaction of the tropical Atlantic and Pacific oceans.” J. Clim., 12(7), 2093–2103.
Ferket, B. V. A. (2010). “Internal validation of conceptual rainfall-runoff models using baseflow separation.” J. Hydrol., 381(1–2), 158–173.
Fernandez, W., Chacon, R., and Melgarejo, J. (1996). “On the rainfall distribution with altitude over Costa Rica.” Rev. Geofis., 44, 57–72.
Georgakakos, K. P. (1986). “On the design of national, real-time warning systems with capability for site-specific, flash-flood forecasts.” Bull. Am. Meteorol. Soc., 67(10), 1233–1239.
Georgakakos, K. P. (2006). “Analytical results for operational flash flood guidance.” J. Hydrol., 317(1–2), 81–103.
Georgakakos, K. P., and Smith, D. E. (2001). “Soil moisture tendencies into the next century for the conterminous United States.” J. Geophys. Res. D: Atmos., 106(D21), 27367–27382.
Harlin, J., and Kung, C. S. (1992). “Parameter uncertainty and simulation of design floods in Sweden.” J. Hydrol., 137(1–4), 209–230.
Hydrologic Engineering Center Geospatial Hydrologic Modeling Extension (HEC-GeoHMS) Version 4.2 [Computer software]. U.S. Army Corps of Engineers, Davis, CA.
Hydrologic Engineering Center Hydrologic Modeling System (HEC-HMS) Version 3.5 [Computer software]. U.S. Army Corps of Engineers, Davis, CA.
Khodatalab, N. (2002). “Distributed hydrologic modeling for flow forecasting using high-resolution data.” M.S. thesis, Dept. of Hydrology and Water Resources, Univ. of Arizona, Tucson, AZ.
Kirpich, Z. P. (1940). “Time of concentration of small agricultural watersheds.” Civ. Eng., 10(6), 362–368.
Koren, V. I., Finnerty, B. D., Schaake, J. C., Smith, M. B., Seo, D. J., and Duan, Q. Y. (1999). “Scale dependencies of hydrology models to spatial variability of precipitation.” J. Hydrol., 217(3–4), 285–302.
Lamb, R. (1999). “Calibration of a conceptual rainfall-runoff model for flood frequency estimation by continuous simulation.” Water Resour. Res., 35(10), 3103.
Lim, K. J. et al. (2005). “Automated web GIS based hydrograph analysis tool, what.” J. Am. Water Resour. Assoc., 41(6), 1407–1416.
Michaud, J., and Sorooshian, S. (1994). “Effects of rainfall-sampling errors on simulations of desert flash floods.” Water Resour. Res., 30(10), 2765–2775.
Ministerio de Planificación Nacional y Política Económica (MIDEPLAN). (1991). Manual descriptivo de la leyenda del mapa de asociaciones de subgrupos de suelos de Costa Rica, Acón y Asociados, San José, Costa Rica.
Mishra, S. K., Pandey, R. P., Jain, M. K., and Singh, V. P. (2008). “A rain duration and modified AMC-dependent SCS-CN procedure for long duration rainfall-runoff events.” Water Resour. Manage., 22(7), 861–876.
Nash, J. E., and Sutcliffe, J. E. (1970). “River flow forecasting through conceptual models part I—A discussion of principles.” J. Hydrol., 10(3), 282–290.
Natural Resources Conservation Service (NRCS). (1986). Urban hydrology for small watersheds, Engineering Division, Soil Conservation Service, U.S. Dept. of Agriculture (USDA), Washington, DC.
Nelder, J. A., and Mead, R. (1965). “A simplex-method for function minimization.” Comput. J., 7(4), 308–313.
Oudin, L., Andreassian, V., Mathevet, T., Perrin, C., and Michel, C. (2006). “Dynamic averaging of rainfall-runoff model simulations from complementary model parameterizations.” Water Resour. Res., 42(7), W07410.
Paudel, M., Nelson, E. J., and Scharffenberg, W. (2009). “Comparison of lumped and quasi-distributed Clark runoff models using the SCS curve number equation.” J. Hydrol. Eng., 14(10), 1098–1106.
Ponce, V. M., and Hawkins, R. H. (1996). “Runoff curve number: Has it reached maturity?.” J. Hydrol. Eng., 1(1), 11–19.
Ramirez-Beltran, N. D., Kuligowski, R. J., Harmsen, E. W., Castro, J. M., Cruz-Pol, S., and Cardona, M. J. (2008). “Rainfall estimation from convective storms using the hydro-estimator and NEXRAD.” WSEAS Trans. Syst., 7(10), 1016–1027.
Rouhani, H. (2007). “Parameter estimation in semi-distributed hydrological catchment modelling using a multi-criteria objective function.” Hydrol. Processes, 21(22), 2998–3008.
Scharffenberg, W. A., and Fleming, M. J. (2010). Hydrologic modeling system HEC-HMS user’s manual, Version 3.5, U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
Shah, S. M. S. (1996a). “Modelling the effects of spatial variability in rainfall on catchment response. 1. Formulation and calibration of a stochastic rainfall field model.” J. Hydrol., 175(1–4), 67–88.
Shah, S. M. S. (1996b). “Modelling the effects of spatial variability in rainfall on catchment response. 2. Experiments with distributed and lumped models.” J. Hydrol., 175(1–4), 89–111.
Soil Conservation Service (SCS). (1956). “Hydrology.” National engineering handbook, Supplement A, Section 4, Chap. 10, U.S. Dept. of Agriculture (USDA), Washington, DC.
Soil Conservation Service (SCS). (1964). “Hydrology.” National engineering handbook, Section 4, U.S. Dept. of Agriculture (USDA), Washington, DC.
Soil Conservation Service (SCS). (1972). “Hydrology.” National engineering handbook, Section 4, U.S. Dept. of Agriculture (USDA), Washington, DC.
Soil Conservation Service (SCS). (1985). “Hydrology.” National engineering handbook, Section 4, U.S. Dept. of Agriculture (USDA), Washington, DC.
Straub, T. D., Melching, C. S., and Kocher, K. E. (2000). “Equations for estimating Clark unit-hydrograph parameters for small rural watersheds in Illinois.”, U.S. Dept. of the Interior, Branch of Information Services, Urbana, IL.
Sun, X., Mein, R. G., Keenan, T. D., and Elliott, J. F. (2000). “Flood estimation using radar and raingauge data.” J. Hydrol., 239(1–4), 4–18.
Taylor, M., and Alfaro, E. (2005). “Climate of Central America and the Caribbean.” Encyclopedia of world climatology, Oliver, John E.ed., Springer, The Netherlands, 183–189.
U.S. Army Corps of Engineers (USACE). (1990). HEC-1 flood hydrograph package, user’s manual, Hydrologic Engineering Center, Davis, CA.
U.S. Army Corps of Engineers (USACE). (2000). Hydrologic modeling system HEC-HMS technical reference manual, Hydrologic Engineering Center, Davis, CA.
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© 2012 American Society of Civil Engineers.
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Received: Mar 28, 2011
Accepted: Jan 4, 2012
Published online: Jan 6, 2012
Published in print: Dec 1, 2012
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