咨询与建议

看过本文的还看了

相关文献

该作者的其他文献

文献详情 >Flow resistance of gravel bed ... 收藏

Flow resistance of gravel bed channels

Flow resistance of gravel bed channels

作     者:Wen C.WANG David R.DAWDY 

作者机构:Multech Engineering Consultants 

出 版 物:《International Journal of Sediment Research》 (国际泥沙研究(英文版))

年 卷 期:2014年第29卷第1期

页      面:126-132页

核心收录:

学科分类:0709[理学-地质学] 0819[工学-矿业工程] 08[工学] 080103[工学-流体力学] 0708[理学-地球物理学] 0818[工学-地质资源与地质工程] 080104[工学-工程力学] 0903[农学-农业资源与环境] 081502[工学-水力学及河流动力学] 0815[工学-水利工程] 0816[工学-测绘科学与技术] 0801[工学-力学(可授工学、理学学位)] 

主  题:Flow resistance Darcy-Weisbach friction factor Relative roughness Relative submergence Gravel bed channels Open channels 

摘      要:Existing resistance formulas produce a wide range of friction-factor estimates for gravel bed *** purpose of this paper is to develop a reliable resistance formula in terms of the Darcy-Weisbach friction factor/ Published data were screened and used to establish the *** existing formulas have considered that/is a function of relative roughness D84/R only,where R is the hydraulic radius and D84is the particle size referred to the intermediate diameter that equals or exceeds that of 84 percent of bed *** this paper,/is considered as a function of Froude number in addition to the relative roughness./for D84/R1 displays a different trend than that for D84/R***/formula for D84/R1 has been established.

读者评论 与其他读者分享你的观点

用户名:未登录
我的评分