Technical Papers
Dec 1, 2012

Regional Rainfall Frequency and Ungauged Basin Analysis for Flood Risk Assessment in Haiti

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 1

Abstract

Flood risk assessment in many locations, especially in low-income countries, is severely hindered by a lack of hydrologic data. This study illustrates the application of regional rainfall frequency analysis, combined with ungauged basin analysis, to estimate flood discharges in the Gonaives basin in Haiti. Using limited daily rainfall data from seven gauges within and near the watershed, a regional extreme value distribution is selected and design storms are developed. These design storms are then input to a rainfall-runoff model, the parameters of which are estimated from spatial analysis of physical watershed characteristics. As a case study, the flood discharge and associated return period are estimated for the 2004 event that claimed 1,650 lives, and model outputs for other synthetic design storms are compared with large observed floods in other Caribbean basins similar in size to the Gonaives basin. Results of the comparative analysis indicate that the simulated peak flood flows of the Gonaives watershed are within the range of the maximum floods observed in other Caribbean basins with similar drainage areas, topography, and vegetation cover.

Get full access to this article

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

Acknowledgments

This research was funded in part by a Fulbright scholarship awarded to F. Ilorme to attend Michigan Technological University (MTU), which also contributed financial support. A.S. Colvin, W. Kunzel, and K. Jospitre of the Ministry of Public Works in Haiti (MTPTC) were instrumental in providing data and information for the study. The advice and assistance of A.L. Maclean, B. Saf, and H. Muga at MTU is also appreciated.

References

Adamowski, K., Alila, Y., and Pilon, P. J. (1996). “Regional rainfall distribution for Canada.” Atmos. Res., 42(1–4), 75–88.
Aide, T. M., and Grau, H. R. (2004). “Globalization, migration, and Latin American ecosystems.” Science, 305(5692), 1915–1916.
Arenas, A. D. (1983). “Tropical storms in Central America and the Caribbean: Characteristic rainfall and forecasting of flash floods.” Hydrology of Humid Tropical Regions with Particular Reference to the Hydrological Effects of Agriculture and Forestry Practice (Proc. of the Hamburg Symp.), IAHS Publication No. 140.
Arnaud, P., Bouvier, C., Cisneros, L., and Dominguez, R. (2002). “Influence of rainfall spatial variability on flood prediction.” J. Hydrol., 260(1–4), 216–230.
Bonnin, G., Martin, D., Lin, B., Parzybok, T., Yekta, M., and Riley, D. (2006). Precipitation frequency atlas of the United States. NOAA Atlas 14, Vol. 2, Version 3.0, National Weather Service, Silver Spring, MD.
Chang, C. L., Lo, S. L., and Chen, M. Y. (2007). “Uncertainty in watershed response predictions induced by spatial variability of precipitation.” Environ. Monit. Assess., 127(1–3), 147–153.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Chowdhury, J. U., Stedinger, J. R., and Lu, L. H. (1991). “Goodness-of-fit tests for regional generalized extreme value flood distributions.” Water Resour. Res., 27(7), 1765–1776.
Cunnane, C. (1978). “Unbiased plotting positions—Review.” J. Hydrol., 37(3–4), 205–222.
Dalrymple, T. (1960). Flood frequency analyses, U.S. GPO, Washington, DC.
De Michele, C., and Rosso, R. (2001). “Uncertainty assessment of regionalized flood frequency estimates.” J. Hydrol. Eng., 453–459.
Economic Commission for Latin America and the Caribbean (ECLAC). (2005). “Le cyclone Jeanne en Haiti: Degats et Effets sur les departements du Nord’Ouest et de l’Artibonite: approfondissement de la vulnerabilite.” 〈http://www.cepal.org/cgi-bin/getProd.asp?xml=/publicaciones/xml/1/20971/P20971.xml&xsl=/mexico/tpl-f/p9f.xsl&base=/mexico/tpl/top-bottom.xslt〉 (Jun. 18, 2007).
Emergency Events Database (EM-DAT). (2010). “The OFDA/CRED international disaster database.” Université Catholique de Louvain, Brussels, Belgium, 〈http://www.emdat.be/〉 (Jan. 12, 2012).
Environmental, and Water Resources Institute (EWRI) Curve Number Hydrology Task Committee. (2009). Curve number hydrology: State of practice, ASCE, Reston, VA.
Fang, X., Thompson, D., Cleveland, T., Pradhan, P., and Malla, R. (2008). “Time of concentration estimated using watershed parameters determined by automated and manual methods.” J. Irrig. Drain. Eng., 202–211.
Filliben, J. J. (1975). “Probability plot correlation coefficient test for normality.” Technometrics, 17(1), 111–117.
Food, and Agricultural Organization of the United Nations (FAO). (2009). “Harmonized world soil database (version 1.1).” Rome, 〈http://www.iiasa.ac.at/Research/LUC/External-World-soil-database/HTML/〉 (Jan. 12, 2012).
Fowler, H. J., and Kilsby, C. G. (2003). “A regional frequency analysis of United Kingdom extreme rainfall from 1961 to 2000.” Int. J. Clim., 23(11), 1313–1334.
Hansen, M., DeFries, R., Townshend, J. R. G., and Sohlberg, R. (1998). “UMD global land cover classification, 1 kilometer, 1.0.” Dept. of Geography, Univ. of Maryland, College Park, MD, 1981–1994, 〈http://www.glcf.umd.edu/data/landcover/〉 (Jan. 12, 2012).
Harter, H. L. (1984). “Another look at plotting positions.” Commun. Stat. Theory Methods, 13(13), 1613–1633.
Herschfield, D. M. (1961). Rainfall frequency atlas of the United States, U.S. Department of Commerce, Weather Bureau Technical Paper 40, 115.
Herschy, R. (2003). “World catalogue of maximum observed floods.” IAHS Publication No. 284, IAHS Press, Wallingford, U.K.
Hosking, J. R. M. (1990). “L-Moments: Analysis and estimation of distributions using linear combinations of order statistics.” J. Roy. Stat. Soc. B, 52(2), 105–124.
Hosking, J. R. M., and Wallis, J. R. (1997). Regional frequency analysis: An approach based on L-moments, Cambridge University Press, New York.
Jacobs, J. M., Myers, D. A., and Whitfield, B. M. (2003). “Improved rainfall/runoff estimates using remotely sensed soil moisture.” J. Am. Water Resour. Assoc., 39(2), 313–324.
Knebl, M. R., Yang, Z. L., Hutchison, K., and Maidment, D. R. (2005). “Regional scale flood modeling using NEXRAD rainfall, GIS, and HEC-HMS/RAS: A case study for the San Antonio River Basin Summer 2002 storm event.” J. Environ. Manage., 75(4), 325–336.
Kundzewicz, Z. W., and Kaczmarek, Z. (2000). “Coping with hydrological extremes.” Water Int., 25(1), 66–75.
Landwehr, J. M., Matalas, N. C., and Wallis, J. R. (1979). “Probability weighted moments compared with some traditional techniques in estimating Gumbel parameters and quantiles.” Water Resour. Res., 15(5), 1055–1064.
Lettenmaier, D. P., Wallis, J. R., and Wood, E. F. (1987). “Effect of regional heterogeneity on flood frequency estimation.” Water Resour. Res., 23(2), 313–323.
Levy, B., and McCuen, R. (1999). “Assessment of storm duration for hydrologic design.” J. Hydrol. Eng., 209–213.
LGL. (1977). Projet d’Inventaire des Ressources Hydrauliques, Annuaire Hydrologique, République d’Haiti, Agence Canadienne de Développement International (ACDI), Ottawa, ON, Canada.
Linsley, R. K., Crow, J. T., and Warren, C. A. (1992). Water resources engineering, McGraw-Hill, New York.
Loukas, A., and Quick, M. C. (1995). “24-h design storm for coastal British-Columbia.” J. Hydraul. Eng., 889–899.
Lu, L. H., and Stedinger, J. R. (1992). “Sampling variance of normalized GEV PWM quantile estimators and a regional homogeneity test.” J. Hydrol., 138(1–2), 223–245.
Manuel-Navarrete, D., Gomez, J. J., and Gallopin, G. (2007). “Syndromes of sustainability of development for assessing the vulnerability of coupled human-environmental systems: The case of hydrometeorological disasters in Central America and the Caribbean.” Glob. Environ. Change, 17(2), 207–217.
Martins, E. S., and Stedinger, J. R. (2000). “Generalized maximum-likelihood generalized extreme-value quantile estimators for hydrologic data.” Water Resour. Res., 36(3), 737–744.
Mora, S. C. (1995). “Extent and socio-economic significance of slope-instability on the island of Hispaniola (Haiti and Dominican Republic).” Chapter 10, Energy and Mineral Potential of the Central American-Caribbean Region, Circum-Pacific Council for Energy and Mineral Resources Earth Science Series, R. L. Miller, G. Escalante, J. A. Reinemund, and M. J. Bergin, eds., Vol. 16, Springer Berlin Heidelberg, 403–410.
O’Connor, J. E., and Costa, J. E. (2003). “Large floods in the United States: Where they happen and why.” U.S. Dept. of the Interior, U.S. Geological Survey, Denver.
Organization for the Rehabilitation of the Environment (ORE). (2012). “Rainfall data.” 〈http://www.oreworld.org/rainfall.htm〉 (Jan. 12, 2012).
Peduzzi, P. (2005). “Tropical cyclones, paying the price for environmental destruction.” Environ. Poverty Times, 3, 3.
Roc, N. (2008). “Haiti: From the ‘Pearl of the Antilles’ to desolation.” 〈http://www.fride.org/publication/493/haiti:-from-the-〉 (Dec. 14, 2010).
Rosbjerg, D., and Madsen, H. (1995). “Uncertainty measures of regional flood frequency estimators.” J. Hydrol., 167(1–4), 209–224.
Sarhan, M. (2006). “A comparative assessment of the flooding caused by Tropical Storm Jeanne in Haiti and the Dominican Republic.” M.S. thesis, Univ. of Arkansas, Little Rock, AR.
Schneider, L., and McCuen, R. (2005). “Statistical guidelines for curve number generation.” J. Irrig. Drain Eng., 282–290.
Schuurmans, J. M., and Bierkens, M. F. P. (2006). “Effect of spatial distribution of daily rainfall on interior catchment response of a distributed hydrological model.” Hydrol. Earth Syst. Sci. Discuss., 3, 2175–2208.
Stedinger, J. R., and Lu, L. H. (1995). “Appraisal of regional and index flood quantile estimators.” Stochastic Hydrol. Hydraul., 9(1), 49–75.
Stedinger, J. R., Vogel, R. M., and Foufoula-Georgiou, E. (1993). “Frequency analysis of extreme events.” Handbook of hydrology, D. R. Maidment, ed., McGraw-Hill, New York.
Tropical Rainfall Measuring Mission (TRMM). (2013). “Rainfall archives: Daily TRMM and other rainfall estimate (3B43 v6).” 〈http://disc2.nascom.nasa.gov/Giovanni/tovas/TRMM_V6.3B42_daily.shtml〉 (Nov. 18, 2010).
U.S. Agency for International Development (USAID). (2007). “Environmental vulnerability in Haiti.” 〈http://www.wilsoncenter.org/events/docs/Haiti_Final.pdf〉 (Jun. 18, 2007).
U.S. Army Corps of Engineers (USACE). (1999). “Water resources assessment of Haiti.” 〈http://www.sam.usace.army.mil/en/wra/Haiti/Haiti%20Water%20Resources%20Assessment%20English.pdf〉 (Jun. 18, 2007).
U.S. Army Corps of Engineers (USACE). (2008). “Hydrologic modeling system HEC-HMS user’s manual.”, Washington, DC.
United Nations Environment Programme (UNEP). (2006). “Environmental data explorer.” United Nations Environment Programme DEWA/GRID-Geneva, 〈http://geodata.grid.unep.ch/〉 (Dec. 14, 2010).
Versluis, A. and Rogan, J. (2009). “Mapping land-cover change in a Haitian watershed using a combined spectral mixture analysis and classification tree procedure.” Geocarto International, 25(2), 85–103.
Vogel, R. M. (1986). “The probability plot correlation-coefficient test for the normal, lognormal, and Gumbel distributional hypotheses.” Water Resour. Res., 22(4), 587–590.
Vogel, R. W., and McMartin, D. E. (1991). “Probability plot goodness-of-fit and skewness estimation procedures for the Pearson Type 3 distribution (Paper 91WR02116).” Water Resour. Res., 27(12), 3149–3158.
Wu, S., Li, J., and Huang, G. H. (2008). “A study on DEM-derived primary topographic attributes for hydrologic applications: Sensitivity to elevation data resolution.” Appl. Geog., 28(3), 210–223.
Wurbs, R. A., and James, W. P. (2002). Water resources engineering, Prentice Hall, Upper Saddle River, NJ.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 1January 2014
Pages: 123 - 132

History

Received: Mar 15, 2012
Accepted: Nov 29, 2012
Published online: Dec 1, 2012
Discussion open until: May 1, 2013
Published in print: Jan 1, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Fredline Ilorme [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Seoul National Univ., Seoul 151-742, Korea. E-mail: [email protected]
Veronica Webster Griffis [email protected]
M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931-1295 (corresponding author). E-mail: [email protected]
David W. Watkins, Jr. [email protected]
M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931-1295. E-mail: [email protected]

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