General Unit Hydrograph from Chow’s Linear Theory of Hydrologic Systems and Its ApplicationsSource: Journal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 010::page 04022020Author:Junke Guo
DOI: 10.1061/(ASCE)HE.1943-5584.0002184Publisher: ASCE
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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| contributor author | Junke Guo | |
| date accessioned | 2023-04-07T00:31:34Z | |
| date available | 2023-04-07T00:31:34Z | |
| date issued | 2022/10/01 | |
| identifier other | %28ASCE%29HE.1943-5584.0002184.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4289210 | |
| description 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. | |
| publisher | ASCE | |
| title | General Unit Hydrograph from Chow’s Linear Theory of Hydrologic Systems and Its Applications | |
| type | Journal Article | |
| journal volume | 27 | |
| journal issue | 10 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0002184 | |
| journal fristpage | 04022020 | |
| journal lastpage | 04022020_10 | |
| page | 10 | |
| tree | Journal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 010 | |
| contenttype | Fulltext |