Technical Papers
Aug 1, 2022

General Unit Hydrograph from Chow’s Linear Theory of Hydrologic Systems and Its Applications

Publication: Journal of Hydrologic Engineering
Volume 27, Issue 10

Abstract

This research solves Chow’s linear hydrologic systems equations thoroughly to result in a theoretical instantaneous unit hydrograph (UH), which is a superposition of many (M) negative exponential functions. This implies that the instantaneous UH can be imagined as a superposition of many linear reservoirs in parallel. Mathematically, at M, the theoretical UH (in terms of Taylor series) converges to the writer’s general UH that is a simple analytic expression derived inductively from empiricism. Therefore, this research turns the recent conceptual general UH to a theoretical law that approximates real-world watershed processes as a time-invariant linear hydrologic system. Specifically, we first review Chow’s linear hydrologic systems model and apply it to a conceptual watershed with an instantaneous storm, which results in a theoretical instantaneous UH and an S-hydrograph in the superposition of many negative exponential functions. The resulting S-hydrograph then is shown mathematically to be identical to the writer’s general UH at M. Finally, the general theoretical UH is applied to 10 real-world watersheds for 19 rainfall-runoff simulations. It is noteworthy that the proposed method has two advantages: (1) it is general for storms with different rainfall durations, and (2) it does not require to define excess rainfall and direct runoff in advance because rainfall losses and baseflow can be a part of the solution process. It is expected that this research provides a deeper understanding of the general UH and thus helps promote its applications in practice.

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Data Availability Statement

MATLAB codes for Figs. 39, which support the findings of this study, are available from the author upon request.

Acknowledgments

The author appreciates the constructive comments offered by the four anonymous reviewers, the associate editor, and the editor, who have helped improve this paper significantly during its preparation.

References

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 27Issue 10October 2022

History

Received: Oct 25, 2021
Accepted: Mar 25, 2022
Published online: Aug 1, 2022
Published in print: Oct 1, 2022
Discussion open until: Jan 1, 2023

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Authors

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Associate Professor, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Omaha, NE 68182. ORCID: https://orcid.org/0000-0002-3868-3623. Email: [email protected]

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Cited by

  • Test of Trapezoidal Hyetograph Method with Laboratory Watershed Data, Journal of Hydrologic Engineering, 10.1061/JHYEFF.HEENG-6033, 29, 4, (2024).
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