Discharge Facilities at Hells Canyon Dam

J. Gilchrist, Donald E. Barclay
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Abstract

Design of Hells Canyon Dam on the Snake River for the Idaho Power Company required careful consideration to arrangement in fitting the diversion, power and spillway facilities within the deep narrow gorge. Each feature arrangement is described. Hells Canyon Dam is a straight concrete gravity structure. The diversion tunnel is concrete lined and has a 40-ft diam horseshoe section, 1700 ft long to handle 60,000 cfs. The three-unit power plant with 391,500 KW nameplate capacity is notched into left abutment rock and overlaps the toe of the dam. Energy of 300,000 cfs discharge over the center section spillway is dissipated by a combination of concrete nappe deflectors and a submerged roller bucket. Fish trapping facilities adaptable to the 48-ft tailwater fluctuation consist of an aluminum barge floating in the tailrace.
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地狱峡谷水坝的排污设施
为爱达荷州电力公司设计的蛇河上的地狱峡谷大坝需要仔细考虑在深窄峡谷内安装导流,电力和溢洪道设施的安排。描述了每个特征的排列。地狱峡谷大坝是一个直混凝土重力结构。导流隧道是混凝土衬砌的,有一个直径40英尺的马蹄形部分,1700英尺长,可处理60000立方英尺。铭牌容量为39.15万千瓦的三台机组电厂在左坝肩岩上刻槽,与坝脚重叠。通过混凝土推覆式导流板和浸没式滚筒斗的组合来耗散中段溢洪道300,000 cfs的泄洪能量。可适应48英尺尾水波动的捕鱼设施包括一个漂浮在尾水中的铝制驳船。
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