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1)  deposition falling with tranquil flow
缓流落淤
1.
Through the experiment on movable bed model of river engineering and combining theoretical analysis,the effects of deposition falling with tranquil flow of permeable pile dike for bank protection applied to the Yellow River and local scouring process near the pile pillar have been studied.
通过河工动床模型试验 ,结合理论分析 ,对护岸式透水桩坝应用于黄河的缓流落淤效果及桩柱附近局部冲刷过程进行了研究。
2)  diversion and sedimentation
导流落淤
3)  ooze [英][u:z]  [美][uz]
淤泥,渗出,缓缓流出,渗漏,泄漏,泥浆
4)  scour in flood rising and deposition in flood falling
涨冲落淤
1.
Phenomena of "scour in flood rising and deposition in flood falling" in alluvial rivers;
冲积河流“涨冲落淤”现象的研究
5)  uniform silting
均匀落淤
1.
Three control conditions such as discharge,size of cross section and tail water level for uniform silting in the rectangle fields have been investigated by the authors based on transportation characters of flow and sediment, and conservation principle of sediment mass.
同时根据格田区内水沙运动特点和泥沙质量守恒原理,探讨了影响泥沙均匀落淤的格田流量、断面尺寸和退水口水位的控制条件。
6)  landing and buffering
落地缓冲
1.
The research analyzes variation features between ground reaction forces of people enduring and joint reaction force and torque of joint on the ankle and knee and hip, and search changes of people s lower extremity stiffness under 8 different height landing and buffering experiences.
本研究通过对23名上海体育学院运动训练与体育教育专业学生在8个不同高度落地缓冲实验,分析人体所受的地面反作用力和踝、膝、髋关节处的关节内力、关节肌力矩的变化特征,寻找在不同高度落地缓冲实验中人体下肢刚度的变化情况。
补充资料:缓流


缓流
subcritical flow

hLJ0r、}一LJ缓流(suberitieal flow)弗劳德数(Froudenumbe·,斤一方<‘时的明“水“形态·式中·动明渠断面平均流速,h为明渠内水深,g为重力加速度。平底水槽水流或平原河道中水的流动常呈明渠缓流。 明果水力学中,按Fr>1或Frh。r.袋>。式中hcr为临界水深。 另外,常用水面比降i大于或小于临界比降icr来判定明渠中是急流还是缓流。缓流的条件是 i(ier 明渠中缓流到急流的过渡形式,通常是跨越临界水深的跌水曲线(见堪流)。
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