Research Article
Feb 1978

Urbanization: Hydrologic-Hydraulic-Damage Effects

Publication: Journal of the Hydraulics Division
Volume 104, Issue 2

Abstract

An effective conceptual approach to determining the consequences of land-use changes on flood flows, stages, and damage involves partitioning the watershed land surface into floodland and nonfloodland areas. A hydrologic-hydraulic-flood damage model consisting of a combination of continuous process and steady-state computer programs is presented as a potentially effective analytic tool. The model is used to assess the impact of seven combinations of floodland and nonfloodland development on a 136-sq mile (352 - km²) urbanizing watershed in southeastern Wisconsin. Under conditions of complete urbanization of the presently undeveloped floodland and nonfloodland areas in the watershed the 100-yr flood discharge may be expected to increase, relative to existing conditions, by a median factor of 1.9; the predicted median increase in 100-yr flood stages is 4.5 ft (1.4-m); and average annual flood damage for four flood-prone reaches may be expected to increase by factors of 2.4 to 8.5.

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Journal of the Hydraulics Division
Volume 104Issue 2February 1978
Pages: 141 - 155

History

Published in print: Feb 1978
Published online: Feb 3, 2021

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Stuart G. Walesh, M.ASCE
Water Resources Engr., Southeastern Wisconsin Regional Planning Commission, Waukesha, Wisc., USA
Randolph M. Videkovich, AM.ASCE
Water Resources Engr., CH2M Hill, Milwaukee, Wisc., formerly, Sr. Engr., Southern Wisconsin Regional Planning Commission, Waukesha, Wisc., USA

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