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

    Source: Journal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 010::page 04022020
    Author:
    Junke Guo
    DOI: 10.1061/(ASCE)HE.1943-5584.0002184
    Publisher: 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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      General Unit Hydrograph from Chow’s Linear Theory of Hydrologic Systems and Its Applications

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    contributor authorJunke Guo
    date accessioned2023-04-07T00:31:34Z
    date available2023-04-07T00:31:34Z
    date issued2022/10/01
    identifier other%28ASCE%29HE.1943-5584.0002184.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289210
    description abstractThis 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.
    publisherASCE
    titleGeneral Unit Hydrograph from Chow’s Linear Theory of Hydrologic Systems and Its Applications
    typeJournal Article
    journal volume27
    journal issue10
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0002184
    journal fristpage04022020
    journal lastpage04022020_10
    page10
    treeJournal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 010
    contenttypeFulltext
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