Research Article
Jun 1971

General Hydrologic System Model

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Publication: Journal of the Hydraulics Division
Volume 97, Issue 6

Abstract

A lumped, deterministic, nonlinear mathematical model is developed and proposed for the simulation of hydrologic systems. The model is developed from expansion of a general storage function of input and output in Taylor's series about a steady state. The model recommended for practical application is based on the system model in the form of a third-order differential equation. It is a quasi-nonlinear model because the coefficients of the differential equation are considered as functions of the peak discharge of direct runoff. In the analysis of the model, watershed it taken as the hydrologic system. Nine watersheds with more than 70 major and minor storms were used in the analysis and verification of the recommended model. The results indicate a very satisfactory simulation of watershed hydrologic systems by the model.

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Journal of the Hydraulics Division
Volume 97Issue 6June 1971
Pages: 791 - 804

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Published in print: Jun 1971
Published online: Feb 3, 2021

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Ven Te Chow, M.ASCE
Prof. of Hydr. Engrg., Univ. of Illinois, Urbana, IL, USA
V. C. Kulandaiswamy, M.ASCE
Prof. of Hydr. Engrg. and Dean of Grad. Studies, Coll. of Engrg., Guindy, Univ. of Madras, Madras, India

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