1) 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。
2) 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) Y-flaring pier stilling basin
Y型宽尾墩跌坎消力池
1.
The Test research for Energy Dissipation structure of Y-flaring pier stilling basin in Saige Hydropower Station;
赛格水电站Y型宽尾墩跌坎消力池联合消能工试验研究
4) energy dissipation sill
消能坎
1.
In order to overcome the hydraulic calculation deficit of traditional energy dissipation sill, hydraulic calculation of energy dissipation sill is researched based on reliability theory.
为了消除传统消能坎水力计算方法的不足 ,根据可靠性理论对消能坎的水力计算进行了研究 ,其水力计算准则是泄水建筑物下游形成低淹没度水跃。
5) step-down hydraulic jump dissipater
跌坎型消能工
6) falling-sill bottom-flow dissipation
跌坎式底流消能
1.
Comparing with the routine bottom-flow dissipation, we have tested and analyzed the hydraulic property of the falling-sill bottom-flow dissipation.
对比常规的底流消能工,对跌坎式底流消能工消能水力特性进行了分析和试验研究。
补充资料：特拉木坎力冰川
特拉木坎力冰川
特拉木坎力冰川位于喀喇昆仑山脉的特拉木坎力峰（海拔7441米）下，冰川长28公里多，面积为124.53平方公里，冰川末端高度为4520米，冰川雪线高度为5390米。冰川冰净储量为26.774立方公里，换算成水量可达22.758亿立方米，是一座名副其实的“固体水塔”。
特拉木坎力冰川最奇异的自然景观是高达数十米的冰塔林，自海拔5200米处发育向下至冰川末端，长度在11公里以上。冰川上的连座冰塔形成一座座冰峰甚是壮观，冰峰下常伴有冰湖，碧波荡漾。冰舌上段冰面洁净，冰塔及各种冰雕形态随处可见。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。