Research Article
Sep 1972

Methods for Predicting Urban Drainage Costs

Publication: Journal of the Hydraulics Division
Volume 98, Issue 9

Abstract

Examination of over 100 small urban drainage systems reveals that investment in conventional drainage systems depends upon design factors and physical characteristics of the drainage area. The average slope of the drainage area, smallest diameter of pipe, number of inlets and manholes, storm frequency, runoff coefficient, total capacity, and total developed area are the most significant cost components. Regression, multivariant, and nonlinear techniques are used to explain differences in design methods and to develop cost prediction equations for various levels of design. Such prediction models will enable agencies such as the Federal Housing Administration and municipal and regional planning commissions, as well as engineering offices, to judge the cost of design alternatives rapidly and reasonably accurately.

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Published In

Journal of the Hydraulics Division
Volume 98Issue 9September 1972
Pages: 1575 - 1585

History

Published in print: Sep 1972
Published online: Feb 3, 2021

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Walter J. Rawls, AM.ASCE
Hydrol., Northwest Watershed Research Center, Northwest Branch, Soil and Water Conservation Research Div., Agricultural Research Service, USDA, Boise, Idaho
John W. Knapp, M.ASCE
Prof. of Civ. Engrg., Virginia Military Institute, Lexington, Va.

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