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Repairing Spillway Damage at Wanapum Dam

机译:修复Wanapum大坝的溢洪道损坏

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The spillway has performed in accordance with the design based on daily visual inspections, field surveys, foundation piezometer measurements, Monolith 4 upstream crack meters, lift joint drain flow monitoring and spillway gallery weir flow readings. Important take-aways of the remediation project are: 1. Operations personnel are important links to discovery of PFMs and can help arrest dam safety incidents. A district hydro mechanic discovered and reported unusual manifestations of monolith movement. 2. Thermal forces exist in the spillway, which cause significant tensile stresses at the upstream face during the winter - stresses that weren't typically incorporated in 1960 stability analyses. 3. FEA was able to incorporate thermal, tensile stresses; determine post-tensioned anchor requirements to satisfy stability criteria; and minimize seismically induced downstream displacements. 4. Installation of the maintenance bulkhead causes eccentric, critical loading. 5. Installation of lift joint drains reduces hydrostatic pressure within the monolith and provides a means of monitoring monolith condition by measuring flow volume.
机译:溢洪道已根据日常视觉检查,现场调查,地基压强计测量,Monolith 4上游裂缝计,提升接头排水流量监控和溢洪道堰堰流量读数的设计进行了设计。补救项目的重要收获是:1.操作人员是发现PFM的重要纽带,可以帮助阻止大坝安全事故。一位地区水力机械师发现并报告了整体运动的异常表现。 2.泄洪道中存在热力,在冬季期间会在上游面引起明显的拉应力-通常在1960年的稳定性分析中并未包括这些应力。 3. FEA能够吸收热应力和拉应力。确定后张锚的要求,以满足稳定性标准;并使地震引起的下游位移最小化。 4.安装维护舱壁会导致偏心的临界载荷。 5.安装提升接头排水孔可降低整体结构中的静水压力,并通过测量流量来监控整体状态。

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