1) shear stress
床面剪切力
1.
The bottom shear stress and sediment movement for a wave-current coexisting system;
波、流共存时的床面剪切力和泥沙运动
2.
Based on the theory of boundary layer, a shear stress has been derived;the carring capacity for wave-current system has been introduced by means of the energy theory and a series of coefficients are given as well.
从边界层理论建立了床面剪切力 ,进一步以能量理论导出了波、流共存时的水体挟沙力公式 ,并利用现场资料得出有关系数。
3.
A theoritical bottom shear stress for a wave-current coexisting system is derived by means of the theory of boundary layer assumption.
利用边界层理论 ,导出了波、流共存时的床面剪切力 ,得出综合摩阻系数、综合速度和综合摩阻速度计算公
2) maximum bed shear stress
最大床面剪切力
3) bottom shear stress
床面剪应力
1.
Based on the properties of the threshold movement of bottom mud due to progressive wave, a theoretical solution of bottom shear stress due to progressive wave action was derived, assuming the water as viscous fluid and the mud as visco-elastic medium.
在介绍推进波作用下底泥起动特点的基础上 ,将上层水体作为粘性流体、底泥作为粘弹性体 ,推导了推进波作用下泥床面剪应力的表达式 。
4) surface shear stress
膜面剪切力
5) interfacial shear stress
界面剪切力
1.
The analysis results shown that the effect of interfacial shear stress cannot be ne- glected for a small diameter thermosyphon,especially for a small inclination degree to horizon.
建立了太阳能热水装置用的热虹吸管在倾斜状态下冷凝段流动传热模型,模型考虑了倾斜角度和界面剪切力对冷凝液膜的影响。
6) wall shear force
壁面剪切力
1.
By selecting two shapes of V and U,simulating and computing the test-bed model,and comparing the wall shear force and turbulence intensity of the test-bed which with ridge surface with the data of the one which without,we get a good result.
通过选取V型和U型两种脊状结构,对试验台模型进行模拟仿真计算,将具有脊状结构的试验台壁面剪切力值和湍流强度与光滑试验台数据进行比较,得到了较好的减阻效果。
补充资料：剪切力
1.使物体发生剪切形变的力叫剪切力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条