TECHNICAL PAPERS
Feb 19, 2009

Model Flood Alert System: Development and Application for the Theater District within Downtown Houston, Tex.

Publication: Journal of Hydrologic Engineering
Volume 14, Issue 5

Abstract

Most operational flood alert systems (FASs) are based on real-time observations of rainfall, runoff, and simultaneous simulation of hydrologic and hydraulic models that are often augmented with weather forecast data. However, implementation of such a system can be cost prohibitive. Alternatively, a model FAS (MFAS) can effectively be developed for a channel section using reporting stream gauges measured against frequency-based design storms and unsteady-state hydraulic models. A MFAS is based on the principle of stage-to-stage crest relationship of river forecasting and in principle is similar to model floodplain maps produced on the basis of frequency-based design storms with the applications of steady-state hydraulic models. A MFAS is based on the predictable nature of the hydraulic response of channel cross sections and the hypothesis that sufficient warning time can be derived from quantitative estimation of flood wave propagation time from upstream to downstream. Based on these concepts, a model, yet real-time, FAS is developed specifically for the Houston Theater District, where heavy flooding during Tropical Storm Allison in 2001 caused significant structural, equipment, and records damage, as well as loss of lives.

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Acknowledgments

This work was conducted under a contract (No. 53350) with the City of Houston. Two anonymous reviewers, in particular the one who remained thinly disguised during multiple review processes, provided constructive criticisms and valuable comments for improvement of the materials presented in this paper. The section and associate editors of the journal also provided important advice on improving the quality. The writers express their gratitude to all of them.

References

Ahmad, S., and Simonovic, S. (2005). “An artificial neural network model for generating hydrograph from hydro-meteorological parameters.” J. Hydrol., 315(1–4), 236–251.
Arduino, G., Reggiani, P., and Todini, E. (2005). “Recent advances in flood forecasting and flood risk assessment.” Hydrology Earth Syst. Sci., 9(4), 280–284.
Bartholmes, J., and Todini, E. (2005). “Coupling meteorological and hydrological models for flood forecasting.” Hydrology Earth Syst. Sci., 9(4), 333–346.
Bedient, P. B., Hoblit, B. C., Gladwell, D. C., and Vieux, B. E. (2000). “NEXRAD radar for flood prediction in Houston.” J. Hydrol. Eng., 5(3), 269–277.
Bedient, P. B., Holder, A., Benavides, J. A., and Vieux, B. E. (2003). “Radar-based flood warning system applied to Tropical Storm Allison.” J. Hydrol. Eng., 8(6), 308–318.
Bedient, P. B., Holder, A., and Vieux, B. E. (2002). “A radar-based flood alert system (FAS) designed for Houston, Texas.” 9th Int. Conf. on Urban Drainage, E. W. Strecker and W. C. Huber, eds., American Society of Civil Engineers, Reston, Va.
Bogliotti, C., and Mosca, C. (1999). “3rd DHI Software Conf.” Study and research for the implementation of an alert prototype system (APS) in mountainous catchments in north-west Italy, Helsingør, Denmark.
Carsell, K. M., Pingel, N. D., and Ford, D. T. (2004). “Quantifying the benefit of a flood warning system.” Nat. Hazards Rev., 5(3), 131–140.
Danish Hydraulic Institute (DHI). (1994). “MIKE 11 FF.” ⟨http://www.dhigroup.com⟩ (April 2007).
Davidson, P. (1966). “River flood-warning systems.” River engineering and water conservation works, R. B. Thorn, ed., Butterworths. London, 142–148.
De Roo, A. P. J., et al. (2003). “Development of a European flood forecasting system.” Int. J. River Basin Management, 1(1), 49–59.
De Roo, A. P. J., Wessling, C. G., and Van Deursen, W. P. A. (2000). “Physically based river basin modeling within a GIS: The LISFLOOD model.” Hydrolog. Process., 14(11–12), 1981–1992.
Gouweleeuw, B. T., Thielen, J., Franchello, G., DeRoo, A. P. J., and Buizza, R. (2005). “Flood forecasting using probabilistic weather prediction.” Hydrology Earth Syst. Sci., 9(4), 87–102.
Harris County Office of Emergency Management (HCOEM). (2003). “Harris County homeland security and emergency management.” ⟨http:www.hcoem.org⟩ (April 2007).
Jørgensen, G. H., and Høst-Madsen, J. (1997). “Development of a flood forecasting system in Bangladesh.” Operational Water Management Conf., Copenhagen, Denmark.
Masmoudi, M., and Habaieb, H. (1993). “The performance of some real-time statistical flood forecasting models seen through multicriteria analysis.” Water Resour. Manage., 7(1), 57–67.
Milley, P. C. D., Wetherald, R. T., Dunne, K. A., and Delworth, T. L. (2002). “Increasing risk of great floods in a changing climate.” Nature (London), 415(6871), 514–517.
Moore, R. J., Bell, V. A., and Jones, D. (2005). “Forecasting for flood warning.” C. R. Geosci., 337, 203–217.
Palmer, T. N., and Räisänen, J. (2002). “Quantifying the risk of extreme seasonal precipitation events in changing climate.” Nature (London), 415(6871), 512–514.
Pingel, N., Jones, C., and Ford, D. (2005). “Estimating forecast lead time.” Nat. Hazards Rev., 6(2), 60–66.
Shrestha, R., Theobald, S., and Nestmann, F. (2005). “Simulation of flood flow in a river system suing artificial neural networks.” Hydrology Earth Syst. Sci., 9(4), 35–43.
Todini, E. (1999). “Using phase-space modeling for inferring forecasting uncertainty in non-linear stochastic decision schemes.” J. Hydroinform., 01(2), 75–82.
U.S. Army Corps of Engineers (USACE). (1996). “Hydrologic aspects of flood warning-preparedness programs.” Engineering Technical Letters 1110–2-540. Washington, D.C.
U.S. Army Corps of Engineers (USACE). (2002). Hydrologic Engineering Center—River analysis system, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (2003). Hydrologic engineering center—Hydrologic modeling system, Washington, D.C.
Wallingford Software. (2008). “InfoWorks RS.” ⟨http://www.wallingfordsoftware. com/⟩ (June 2008).
Werner, M., Reggiani, P., DeRoo A., Bates, P., and Sprokkereef, E. (2005). “Flood forecasting and warning at the river basin and at the European scale.” Natural Hazards, 3(1–2), 25–42.
Young, P. C. (2002). “Advances in real-time flood forecasting.” Philos. Trans. R. Soc. London, Ser. A, 360(1796), 1433–1450.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 5May 2009
Pages: 475 - 489

History

Received: Nov 16, 2006
Accepted: Jul 28, 2008
Published online: Feb 19, 2009
Published in print: May 2009

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Authors

Affiliations

Biswajit Mukhopadhyay, Ph.D., M.ASCE [email protected]
P.E., D.WRE
Senior Program Manager, Water Resources Section, HDR Engineering, Inc., 4500 Eldorado Parkway, McKinney, TX 75070; formerly, Director, Hydrology and Hydraulics, Walter P. Moore & Associates, Inc., 3131 Eastside, Houston, TX 77098 (corresponding author). E-mail: [email protected]
Fariborz Nouri
Senior Designer, Walter P. Moore & Associates, Inc., 1301 McKinney, Suite 1100, Houston, TX 77010.
Charles Penland
P.E.
Executive Director, Civil Engineering Services, Walter P. Moore & Associates, Inc., 1301 McKinney, Suite 1100, Houston, TX 77010.
Aniruddha Dutta
P.E.
Graduate Engineer, Walter P. Moore & Associates Inc., 1301 McKinney, Suite 1100, Houston, TX 77010.

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