1) turbulent debris flow
紊流性泥石流
1.
This paper firstly makes an introduction to turbulent debris flow(rare debris flow)destroying drainage canal, then simply summarizes the characteristics of the turbulent debris flow; thirdly deeply analyses drainage canal being done force from two directions:one is vertical to drainage canal wall, the other is equal to drainage canal wall, furthermore obains ten formulas.
针对紊流性泥石流特点 ,对渡槽的受力情况进行了比较深入的分析。
2) disturbing admixture for cement
水泥紊流剂
3) 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。
4) viscous debris flow
粘性泥石流
1.
2-D numerical simulation of viscous debris flows;
二维非恒定粘性泥石流运动堆积的数值模拟
2.
Impact force calculation of viscous debris flow based momentum conservation;
基于动量守恒的粘性泥石流冲击力计算
3.
Stress-strain properties of viscous debris flow and determination of volocity parameter;
粘性泥石流体的应力应变特性和流速参数的确定
5) non-viscous debris flow
稀性泥石流
1.
Sediment-intercepting effect of slit dam on non-viscous debris flow:experimental study and comparative analysis;
单切口坝对稀性泥石流的拦砂性能——试验研究与比较分析
6) paroxysmal mud-rock
阵性泥石流
1.
Preliminary analysis of sediment transport characteristics of paroxysmal mud-rock flow in Jiangjiagou gully;
蒋家沟阵性泥石流输沙特性初步分析
补充资料:连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt,n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
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参考词条