河口自动调整及地貌解释

河口自动调整及地貌解释

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contributed at 2018-12-04

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Affiliation:  
岳天祥编著
Email:  
yue@lreis.ac.cn
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河口自动调整及地貌解释

       1)河流优势型河口的自动调整作用:

                    

   式中,为密度佛汝得数;U为分层流上层流出水的平均流速;g为重力加速度;是密度界面深度;γ为上下层水密度的比率。

       2)波浪优势型河口的自动调整作用:

                    

   式中,I为口门附近波能和潮汐能的相对强弱;P为潮棱体;为潮差;g为单位物质水的质量;b为通道宽度;为波周期;为潮周期;为波高。

 

参考文献:

     李春初:论河口体系及其自动调整作用。地理学报,1997,524

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How to Cite

《资源环境数学模型手册》 (2018). 河口自动调整及地貌解释, Model Item, OpenGMS, https://geomodeling.njnu.edu.cn/modelItem/f2facb53-aa25-475d-a63b-309311404d60
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Last modifier : 
zhengzhong
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2020-11-07
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Contributor(s)

Initial contribute: 2018-12-04

Authorship

Affiliation:  
岳天祥编著
Email:  
yue@lreis.ac.cn
Homepage:  
View
Is authorship not correct? Feedback

History

Last modifier : 
zhengzhong
Last modify time : 
2020-11-07
Modify times : 
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