削减洪峰流量效益模型

削减洪峰流量效益模型

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Initial contribute: 2018-12-04

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岳天祥编著
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yue@lreis.ac.cn
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Method-focused categoriesData-perspectiveGeoinformation analysis
Method-focused categoriesProcess-perspectivePhysical process calculation

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削减洪峰流量效益模型

 

            

式中,Qm为治理前洪峰流量;Q为治理后洪峰流量;Rm治理前设计洪水径流深;ΔRm治理后设计洪水减少径流深。

胡高纯,李志华,雷延峰:鲁山县水土保持综合治理开发途径研究。水土保持通报,1998,18(2)

 

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《资源环境数学模型手册》 (2018). 削减洪峰流量效益模型, Model Item, OpenGMS, https://geomodeling.njnu.edu.cn/modelItem/c896f89b-e477-473b-9aea-00bd22200a45
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Initial contribute : 2018-12-04

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Authorship

:  
岳天祥编著
:  
yue@lreis.ac.cn
:  
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