The results showed that: a set point for the 60 o, the top elevation of 2372.0 m straight sediment deflecting sill can meet the engineering requirement.
结果表明:在取水口前采用一道布设角度为60o、顶高程2372.0m的直线型导沙坎,可满足工程要求。
参考来源 - 岗曲河二级水电站枢纽排沙措施试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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