Technical Papers
Mar 20, 2017

Using Two Parallel Linear Reservoirs to Express Multiple Relations of Power-Law Recession Curves

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 7

Abstract

Nonlinear and linear reservoirs are popularly used in simulation and characteristic analysis of streamflow recessions after various rainfall events. In this study, the power-law function (dQ/dt)=aQb for streamflow (Q) recessions over time (t) was mathematically expressed by using a two parallel linear reservoirs model as an approximation of fast and slow base flows in the subsurface layers. The two parallel linear reservoirs model displays multiple curves of (dQ/dt)=aQb in which the recession slope b and intercept a depend not only on catchment features, e.g., recession timescale parameters of fast and slow base flows, but also on time-varying flow composition and initial streamflow. The two parallel linear reservoirs model is applied in the Lantang Watershed of Southeast China where the subsurface flows come from the soil and underlying weathered bedrock with distinctly different hydraulic characteristics. The model replicates well the individual recessions and the multiple curves of (dQ/dt)=aQb in the log-log space. The results indicate that the single-valued relations of (dQ/dt)=aQb and storage-discharge with constant values of a and b are a specified approximation of the multiple curves of (dQ/dt)=aQb with variables a and b, and the two parallel linear reservoir model is flexible to capture the complex recession characteristics in the heterogeneous watershed.

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Acknowledgments

The research was supported by the National Natural Scientific Foundation of China (51190091, 41571130071, 41571020, and 41271040) and Key University Science Research Project of Jiangsu Province (13KJB170018). The manuscript was edited by Jiayi Chen. The authors thank the editor and anonymous reviewers for their constructive comments on the earlier manuscript, which improved the paper.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 7July 2017

History

Received: Jun 20, 2016
Accepted: Dec 20, 2016
Published online: Mar 20, 2017
Published in print: Jul 1, 2017
Discussion open until: Aug 20, 2017

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Authors

Affiliations

Man Gao
Ph.D. Candidate, State Key Laboratory of Hydrology—Water Resources and Hydraulic Engineering, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China.
Xi Chen xichen@hhu.
Professor, State Key Laboratory of Hydrology—Water Resources and Hydraulic Engineering, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China (corresponding author). E-mail: [email protected]
Jintao Liu
Professor, State Key Laboratory of Hydrology—Water Resources and Hydraulic Engineering, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China.
Zhicai Zhang
Associate Professor, State Key Laboratory of Hydrology—Water Resources and Hydraulic Engineering, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China.
Qin-bo Cheng
Assistant Professor, State Key Laboratory of Hydrology—Water Resources and Hydraulic Engineering, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China.

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