检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]清华大学水利水电工程系河流海洋研究所,北京100084
出 处:《水力发电学报》2006年第4期57-61,共5页Journal of Hydroelectric Engineering
基 金:国家自然科学基金资助课题(504790035;0179016)
摘 要:简要描绘了粘性泥沙浑液面沉降的物理图景,概括和分析了国内外学者在粘性泥沙浑液面沉速公式方面的研究成果,并指出了所存在的问题,在此基础上展望今后的研究工作。The advances in the research of the settling velocity of the interface between clear supematant water and turbid suspension of cohesive sediment are reviewed in this paper. First, the phenomenon and the mechanism of the interface in the sedimentation of cohesive sediment are brought out. Then two kinds of research results on the interface settling velocity are reviewed, namely experimental formulas and theory or semi-theory formulas. For each kind of formula, the different forms and ways of the foundation of the formula are analyzed by different researchers and the existent problem.s and limitations are pointed out. At last, the future research prospect of the settling velocity of the interface is proposed in this paper.
关 键 词:泥沙动力学 粘性泥沙 浑液面沉速 分形维数 渗透 过滤
分 类 号:TV142.1[水利工程—水力学及河流动力学]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.15