TECHNICAL PAPERS
Jul 1, 1985

Determination of Urban Flood Damages

Publication: Journal of Water Resources Planning and Management
Volume 111, Issue 3

Abstract

A new methodology and computer program, DAPROG 2, have been developed by the Baltimore District, Corps of Engineers to estimate urban flood damages. Stage‐damage relationships are computed for individual residential and commercial properties. These individual relationships are then aggregated into composite stage‐damage relationships for an entire reach. For residential properties, replacement values for the structure and contents are estimated and applied to depth‐percent damage relationships in order to develop stage‐damage relationships. Regression equations have been developed to estimate structure replacement cost from physical attributes which are easily obtained in the field. Contents values are also estimated from the data obtained in the field. For commercial properties, standard stage‐damage relationships for 67 types of businesses are used. Utility and transportation damages and emergency care costs are also computed. The computer program is interactive and allows the user to correct data errors online. The program has several optional features and reports which are selected by the user. DAPROG 2 has been successfully used by the Baltimore District in several flood control studies. DAPROG 2 has also been used by other Corps Districts and state agencies.

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References

1.
Boeckh Publications, “Boeckh Building Valuation Manual,” 2nd Ed., Milwaukee, Wisc., 1979.
2.
Chatterton, J. B., and Penning‐Rowsell, E. C., “Computer Modeling of Flood Alleviation Benefits,” Journal of the Water Resources Planning and Management Division, ASCE, Vol. 107, No. WR2, Proc. Paper 16548, Oct., 1981, pp. 533–547.
3.
Grigg, N. S., Helweg, O. J., “State‐of‐the‐Art Estimating Flood Damage in Urban Areas,” Water Resources Bulletin, American Water Resources Association, Vol. 11, No. 2, Apr., 1975, pp. 379–390.
4.
Marshall and Swift Publication Co., “Marshall Valuation Service,” Los Angeles, Calif., 1977.
5.
U.S. Army Corps of Engineers, Baltimore District, “DAPROG 2—Flood Damage Assembly Users Manual,” Mar., 1983.
6.
U.S. Army Corps of Engineers, Baltimore District, “Flood Damage Assembly Program (Program #761‐010),” Jan., 1966.
7.
U.S. Army Corps of Engineers, Hydrologic Engineering Center, “Interactive Nonstructural Analysis Package, Users Manual (Preliminary),” Davis, Calif., July, 1980.
8.
U.S. Army Corps of Engineers, Hydrologic Engineering Center, “HEC‐2 Water Surface Profiles Users Manual,” Davis, Calif., Sept., 1982.
9.
U.S. Army Corps of Engineers, Hydrologic Engineering Center, “Structure Inventory for Damage Analysis Users Manual,” Davis, Calif., Jan., 1982.
10.
U.S. Congress, “Flood Control Act of 1936” Public Law 74‐738, 74th Congress, 2nd Session, June, 1936.
11.
U.S. Department of Housing and Urban Development, Federal Insurance Administration, “1974 Depth‐Percent Damage Curves.”
12.
U.S. Department of the Interior, Geological Survey, “Guidelines for Determining Flood Flow Frequency,” Bulletin #17B, Reston, Va., Mar., 1982.
13.
U.S. Water Resources Council, “Economic and Environmental Principles and Guidelines for Water and Related Land Resources Implementation Studies,” Washington, D.C., Mar., 1983.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 111Issue 3July 1985
Pages: 269 - 283

History

Published online: Jul 1, 1985
Published in print: Jul 1985

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Authors

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Stuart J. Appelbaum, A. M. ASCE
Civ. Engr., Planning Div., U.S. Army Corps of Engineers, Baltimore Dist., Baltimore, Md. 21203

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