An Analytical Treatment of the Hysteretic Storage–Discharge Relation
Publication: Journal of Hydrologic Engineering
Volume 28, Issue 1
Abstract
The storage–discharge () relation, widely employed in hydrology and hydraulics, is often derived from empirical data and is found to be hysteretic or looped, although approximated by a straight line or a curve in hydrologic modeling. The nature of hysteresis depends on geometric and hydraulic conditions. Despite its ubiquitous use, an analytical treatment discussing what causes the storage–discharge relationship to exhibit a looped behavior does not seem to have been reported. This study analyzes the relation analytically using kinematic wave approximation for a watershed represented by a plane, considering simultaneously rainfall, infiltration, and surface runoff or overland flow. For purposes of simplicity and tractability of analytical solutions, both rainfall intensity and infiltration rate are assumed to be constant. Depending on the duration of rainfall, two cases—equilibrium and partial equilibrium—are distinguished. The hysteretic relationship is different for these two cases and requires close scrutiny, which is pursued in this study. It is emphasized that the assumptions of constant rainfall intensity and infiltration rate, rectangular geometry, and kinematic wave approximation undermine the dynamics of hysteresis.
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Data Availability Statement
Data used in the construction of Figs. 8 and 9 have been obtained from the US Geological Survey and the US Department of Agriculture, Agricultural Research Service, so all of the data are available withing public domain. No data, models, or code were generated or used during the study.
Acknowledgments
Mr. Jeongwoo Han, Ph.D. Student, Department of Biological & Agricultural Engineering, Texas A&M University, College Station, Texas, helped with the construction of figures, and his help is gratefully acknowledged.
References
Amorocho, J., and G. T. Orlob. 1961. “Nonlinear analysis of hydrologic systems.” In Vol. 40 Water resources center contribution, 147. Berkeley, CA: Univ. of California.
Chow, V. T. 1964. “Runoff.” Chapter 14 in Handbook of applied hydrology, edited by V. T. Chow, 1–54. New York: McGraw-Hill.
Dooge, J. C. I. 1959. “A general theory of the unit hydrograph.” J. Geophys. Res. 64 (2): 241–256. https://doi.org/10.1029/JZ064i002p00241.
Dooge, J. C. I. 1973. Linear theory of hydrologic systems. Washington, DC: USDA-ARS.
Eagleson, P. S. 1970. Dynamic hydrology, 355–367. New York: McGraw-Hill Book.
Jain, S. K., and V. P. Singh. 2019. Engineering hydrology: An introduction to processes, analysis, and modeling, 598. Hoboken, NJ: McGraw-Hill Education.
Kulandaiswamy, V. 1964. “A basic study of the rainfall excess-surface runoff relationship in a basin system.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Illinois.
Lighthill, M. J., and G. B. Whitham. 1955a. “On kinematic waves I. Flood movement in long rivers.” Proc. R. Soc. London 229 (117B): 281–316. https://doi.org/10.1098/rspa.1955.0088.
Lighthill, M. J., and G. B. Whitham. 1955b. “On kinematic waves II. A theory of traffic flow on long crowded roads.” Proc. R. Soc. London 229 (117B): 317–345. https://doi.org/10.1098/rspa.1955.0089.
Nash, J. E. 1957. The form of the instantaneous unit hydrograph, 1114–1121. Wallingford, England: International Association of Scientific Hydrology Publication.
Sherman, B. 1978. “Kinematic wave models for overland flow.” In Quarterly of applied mathematics, 435–445. Providence, Rhode Island: American Mathematical Society, Brown Univ.
Sherman, L. K. 1932. “Streamflow fron rainfall by the unit graph method.” Eng. News Rec. 108: 501–505.
Singh, V. P. 1988. Hydrologic systems: Vol. 1: Rainfall-runoff modeling. Englewood Cliffs, NJ: Prentice Hall.
Singh, V. P. 1989. Hydrologic systems: Vol. 2: Watershed modeling. Englewood Cliffs, NJ: Prentice Hall.
Singh, V. P. 1995. Kinematic wave modeling in water resource: Surface water hydrology. New York: Wiley.
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© 2022 American Society of Civil Engineers.
History
Received: Jun 9, 2022
Accepted: Aug 26, 2022
Published online: Oct 31, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 31, 2023
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