Research Article
Jun 1971
General Hydrologic System Model
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VIEW THE REPLYPublication: 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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Published In
Journal of the Hydraulics Division
Volume 97 • Issue 6 • June 1971
Pages: 791 - 804
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jun 1971
Published online: Feb 3, 2021
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Authors
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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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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.