万安水电站二期主体工程溢流坝6 ~15坝段、左岸非溢流坝5坝段和左导墙部分拟采用碾压混凝土筑坝技术。

Roller compacted concrete (RCC) will be used in section no. 6-no. 15 of the spillway dam, section no. 5 of the non - overflow dam near the left side bank and the left guide wall of Wan 'an Project.

本文是以合面狮水电站大坝的溢流坝闸墩为研究对象。

This paper mainly studied the sluice pier of HeMianShi hydroelectric station.

本文通过310组试验，研究了上游面倾斜的溢流坝的闸墩布置。

The pier arrangement on spillway crest with sloping upstream face is studied by 310 sets of experiments in the paper.

本文介绍了新安江电站溢流坝面环氧砂浆抗冲磨涂层的老化状况研究；

This paper introduce the research on aging effects of the Xinanjiang hydropower station.

并以此为依据，提出有胸墙的溢流坝的堰顶上、下游及胸璃底缘的曲线型式和相应的计算公式。

On this basis, the curve shapes and the formulas of upstream crest and downstream crest and those under the breast wall of the spillway dam are presented.