Defining Dangerous Flow Ranges of Low-Head Dams

T. Wahl, C. Svoboda
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引用次数: 1

Abstract

Low-head dams can be dangerous to recreational river users when a submerged hydraulic jump forms downstream, with recirculating surface flows that repeatedly carry trapped recreationists upstream into the high-velocity jet plunging over the dam crest. The flow endangers those who pass over the dam from upstream and can also entrap those who approach too closely from downstream. A national task force is using a range of methods to identify potentially dangerous structures, but definite determination requires field data and an analysis of the hydraulic conditions for each site’s range of likely flow rates. The spreadsheet tool described here determines the submergence created by site-specific tailwater levels and uses previous research results to estimate the associated magnitude of reverse flow velocities. The spreadsheet also determines the crucial tailwater level at which the jet passing over the dam stops plunging into the tailwater pool and instead flips to the surface, creating safer, downstream-directed velocities. The article describes application to specific sites and provides insight about the dangerous flow range of typical low-head dams.
确定低水头水坝的危险流量范围
当下游形成淹没的水力跳跃时,低水头水坝对休闲的河流使用者来说可能是危险的,再循环的水面水流反复将被困的休闲者带到上游,进入高速射流,从水坝顶部飞过。水流会危及那些从上游越过大坝的人,也会使那些从下游靠近的人陷入困境。一个国家工作组正在使用一系列方法来识别潜在的危险结构,但明确的决定需要现场数据和对每个地点可能流量范围的水力条件的分析。这里描述的电子表格工具确定了由特定地点的尾水位产生的淹没,并使用先前的研究结果来估计相关的逆流速度大小。电子表格还确定了关键的尾水位线,在这个水位上,飞越大坝的喷气机不再坠入尾水位线,而是翻转到水面,从而创造出更安全的、流向下游的速度。本文介绍了在特定场地的应用,并对典型低水头大坝的危险流量范围进行了深入了解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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