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1)  cohesive sediment
黏性泥沙
1.
Research advances of several key problems in the numerical simulation of cohesive sediment
黏性泥沙数学模拟中几个关键问题的研究进展
2.
Lattice Boltzmann simulation for flocculation of cohesive sediment due to differential settling
黏性泥沙不等速沉降絮凝的格子Boltzmann模拟
3.
The complicated fractal flocculation processes and settling behavior of cohesive sediment are very important to understand the cohesive sediment transport in estuaries and along coasts.
黏性泥沙絮团的形成机理和沉降特性对河口海岸细颗粒泥沙运动规律研究具有重要作用。
2)  cohesive sediment
粘性泥沙
1.
Experimental study of feature of the cohesive sediment lamination movement;
粘性泥沙分层运动特征的试验研究
2.
The Study on slipping water layers of cohesive sediment particles;
粘性泥沙悬浮液中颗粒表面滑动层厚度的计算
3.
Experimental study on vertical distribution of flow velocity in weak dynamical flow with cohesive sediment
弱动力水流中粘性泥沙作用下水流流速沿垂线分布的试验研究
3)  sediment characteristics
泥沙特性
1.
The sediment characteristics of Meigu River passed through Liuhong Hydropower Station are analyzed;the operating modes of the sediment-flushing structures are discussed.
对美姑河柳洪水电站泥沙特性进行了深入分析,对电站防沙措施及运用方式进行了探讨。
2.
Analyses are made on the sediment characteristics and natural conditions of water of Shanghai Yangshan Harbor and its approach channel to be constructed, and yearly siltation strength and siltation volume of basins and channels of several design schemes are calculated by siltation formnulae.
对拟建的上海洋山港港区和进港航道水域泥沙特性和自然条件进行分析 ,并利用淤积计算式计算几种设计方案的港池、航道年淤强和回淤
4)  attribute of natural resources
泥沙属性
5)  sediment property
泥沙特性
1.
The initial analysis of sediment property in Fugu-Wubao section of Yellow river;
黄河府谷吴堡区间泥沙特性初析
6)  viscous debris flow
黏性泥石流
1.
According to observational data of viscous debris flows with hyper-concentration , distinct causes of formation for different graded bedding in debris flow deposits have been analyzed by use of its rheology and the ratio of flow plug .
根据高浓度黏性泥石流的观测资料 ,应用不同类型黏性泥石流的流变特性和流体结构的分类指标—流核比 ,对高浓度黏性泥石流堆积中的混杂层、筛积层和粗化层理结构进行了成因差异分析。
2.
Method for determining the critical grain size of viscous debris flow based on energy dissipation principle;
通过在云南蒋家沟实施6组现场泥石流模拟试验,结果表明试验沟道的泥石流分界粒径处在5~6mm之间,与前人成果基本相符,同时分析了分界粒径与最小能量耗损和容重之间的变化规律,即分界粒径随着最小能坡损失和容重的增加而呈缓慢的增大趋势等,为建立了非均质黏性泥石流动力学模型奠定了基础。
补充资料:初黏性
分子式:
CAS号:

性质:又称快黏性,初黏性。是压敏胶黏制品重要的性能之一。物体和压敏胶黏制品黏性面之间以微小压力发生短暂接触时,胶黏制品对物体的黏附称为快黏。根据测试方法不同,有滚球快黏、探针快黏、环形快黏等。

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