蓄水效率模型

蓄水效率模型

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Contributor(s)

Initial contribute: 2018-12-04

Authorship

:  
岳天祥编著
:  
yue@lreis.ac.cn
:  
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Application-focused categoriesNatural-perspectiveLand regions
Application-focused categoriesHuman-perspectiveDevelopment activities
Application-focused categoriesHuman-perspectiveEconomic activities

Detailed Description

Chinese {{currentDetailLanguage}} Chinese

蓄水效率模型

                     

式中,α’为治理后多年平均径流系数;α3为光板地试验区多年平均径流系数;α2为纯桉林试验区多年平均径流系数;α1为混交林试验区多年平均径流系数;Fg为光板地、房屋、道路用地;Fc为纯林地面积;Fz为综合措施面积;F为全站面积。

 陈法扬,王志明,傅贵增:小良水土保持试验站综合治理效益分析。水土保持通报,1992,12(1)

 

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《资源环境数学模型手册》 (2018). 蓄水效率模型, Model Item, OpenGMS, https://geomodeling.njnu.edu.cn/modelItem/e9350a0b-5347-4eb2-9393-e80fb32b23ac
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History

Last modifier
Zhiyi Zhu
Last modify time
2020-11-14
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Contributor(s)

Initial contribute : 2018-12-04

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Authorship

:  
岳天祥编著
:  
yue@lreis.ac.cn
:  
View
Is authorship not correct? Feed back

History

Last modifier
Zhiyi Zhu
Last modify time
2020-11-14
Modify times

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