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Low Hazard, High Hazard, What Hazard??? The Saga of the Lake Mills Dam

机译:低危害,高危害,什么危害???米尔斯湖大坝的传奇

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The hazard rating of a dam imparts upon its owner certain responsibilities that can often have significant economic liabilities. Two of the more common dam safety items associated with hazard classification are the required spillway capacity of the dam and the frequency of required dam safety inspections by a professional engineer. Each of these items can translate directly into an expense for the owner: a capital expense for upgrades to the facility in the event the spillway capacity is insufficient to satisfy regulatory requirements for a given hazard rating, and an ongoing expense of periodic inspections, the frequency of which is typically driven by the hazard rating. As the hazard rating is determined by identifying the population at risk of inundation downstream of the dam in the event of a failure, it is important that the assumptions supporting the dam breach analysis and the routing of the ensuing flood wave correctly represent the physical conditions present at the facility and are reasonably applicable to the postulated failure mode sequence. What happens when, in the context of the particular dam safety regulations, the results of the dam breach modeling indicate a high hazard rating, yet the postulated failure mode for the dam is clearly so remote as to be practically non-credible? The engineer and regulator are then faced with the challenge of trying to determine and justify a legitimate hazard rating for the dam. This paper explores the case of the Lake Mills Dam, a dam that hardly merits the moniker of dam, yet is bound by the regulatory requirements dictated by its hazard rating. The authors review the dam breach analysis and the events leading to a high hazard rating, and highlight the owner's approach to reduce the hazard rating through a rehabilitation design that will enhance the community's awareness and appreciation of the dam, and provide improved control of discharges from the impoundment.
机译:大坝的危险等级赋予其所有者某些责任,这些责任通常具有重大的经济责任。与危害分类相关的两个较常见的大坝安全项目是大坝所需的溢洪道流量和专业工程师进行大坝安全检查所需的频率。这些项目中的每一项都可以直接转化为所有者的费用:在溢洪道容量不足以满足给定危害等级的监管要求的情况下,用于设施升级的资本费用;以及定期检查的经常性费用,频率其中通常由危险等级驱动。由于危险等级是通过确定发生故障时大坝下游有淹没风险的人群来确定的,因此重要的是,支持大坝破坏分析的假设以及随后洪水的传播路线必须正确地代表当前的物理条件。在设施上,并且合理地适用于假定的故障模式序列。当在特定的大坝安全法规的背景下,大坝破坏模型的结果显示出较高的危险等级,而假定的大坝故障模式显然如此遥远,以至于几乎不可相信时,会发生什么?然后,工程师和监管者面临着试图为大坝确定合理的危险等级并证明其合理性的挑战。本文探讨了Lake Mills大坝的案例,该大坝几乎不具有大坝的美誉,但受其危害等级所规定的法规要求的约束。作者回顾了大坝违规分析和导致高危险等级的事件,并着重强调了业主通过减少灾后恢复设计来降低危险等级的方法,该设计将增强社区对大坝的认识和认识,并改善对大坝排放的控制。蓄水。

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