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水坠坝是一个变形体,本文初步提出按强度与变形的观点,计算水坠坝的边埂宽度,并以计算的应力水平、水平位移与位移速率,不超过允许值来控制。
The water fall dam is a deformation body. In this paper, the width and width of the water fall dam are calculated according to the points of strength and deformation. The calculated stress level, horizontal displacement and displacement rate are not more than the allowable values.