1) energy-dissipating bucket
消力戽挑坎
1.
Considering that the slope of weir face is milder and that of energy-dissipating bucket is steeper,mass concrete casting for outlet-sluice weir face and energy-dissipating bucket adopted slipform,which could guarantee the planeness,radian and elegant appearance of the the weir and bucket.
泄洪闸堰面大体积混凝土及消力戽挑坎混凝土浇筑,由于堰面坡度较缓,而消力戽挑坎坡度较陡,采用滑模施工能保证堰体及挑坎的平整度、弧度、美观性。
3) bucket basin
戽式消力池
1.
The compound energy dissipator is applied for surface orifices,with "X" shaped flaring pier plus step weir surface plus bucket basin,and is adopted for the project with the highest dam in China for the time being.
鲁地拉水电站采用五表孔集中布置、两底孔分列两侧的孔口布置方案,表孔采用"X"型宽尾墩+台阶堰面+戽式消力池的联合消能方式,是目前中国采用这种联合消能型式的工程中坝高最大的水电站;底孔采用长泄道挑流消能方式。
2.
Crest drop flaring pier + bucket basin joint energy dissipation is adopted for the surface spillway of Pingban Hydropower Plant.
平班水电站溢流表孔的消能方式是在“Y型宽尾墩”的基础上,经过试验探索和模型验证,提出的适合于中等坝高、大单宽流量、下游水深浅等具体工程条件的新型消能工———“顶部跌流宽尾墩+戽式消力池”联合消能型式,工程实践证明,这种消能方式为缩短池长、改善流态及节省工程投资取得了明显的效果。
3.
High and low bucket basins are arranged by taking advantage of topographic conditions underlining river bed at release sluice of Qiaogong Hydropower Station.
利用桥巩水电站泄水闸河床地形特征,布置高低两种戽式消力池。
4) pondtype energy dissipating bucket
池式消力戽
5) consuming energy with special-shaped nose dam
挑流鼻坎消能
6) baffle wall style
消力坎
1.
The hydraulic calculating problem on the stilling basin of baffle wall style can be solved by a program compiled wiht QBasic language.
本文介绍了在计算机上应用QBasic语言程序解决消力坎式消力池的水力计算问题。
2.
On the basis of the phenomena and the model test of baffle wall style in high speed flow water under the strobe, some factors are obtained, such as discharge (Q), water level, high of baffle wall style and length of stilling basin which influence the fluctuating pressure.
本文通过对闸下出流坎式消力池水流现象进行试验研究,从而寻求影响脉动压力的几个因素,如流场参数中流量,上、下游水位,消力坎高度及闸门与消力坎的距离。
补充资料：车戽
1.谓用水车戽水。
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