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CAUGHT ON TAPE - THE FAILURE OF KADASHAN BOTTOMS SITE 2

机译:磁带上的胶结-喀山山陶土场2发生故障

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The auxiliary spillway on the NRCS flood control dam, Kadashan Bottoms, Site 2 in Wagoner County, Oklahoma, experienced severe erosion during a prolonged flow event following a series of heavy rains in April, 2008. The headcut that formed during the event progressed upstream past the crest of the auxiliary spillway resulting in a technical breach. The erosion is estimated to have removed about 13,000 cubic yards of soil. The entire event started sometime around 6:00 AM and was over by 5:00 PM. First responders recorded the event on video. The auxiliary spillway was designed using bulk length criterion, contained in NRCS Technical Release 52, which was in effect at the time of design in 1977. That criterion indicated that the spillway would perform satisfactorily; damage was likely, but the site would not breach. New technology has been developed that has changed that criteria. The SITES model which uses that new technology, had it been available when this site was designed, predicted a breach when anatyzed with the vegetation in place during the flow event. Technically, the failure resulted from a loss of integrity in the soils in the exit channel of the auxiliary spillway resulting in a headcut that migrated through the entire reach of the spillway. Contributing factors to the failure of the auxiliary spillway were the vegetative cover, small brush growth in the auxiliary spillway, and an apparent lack of understanding of the operation and maintenance requirements and the importance of maintaining adequate vegetation. Post failure evaluation revealed that the vegetative cover that was originally specified, well maintained Bermuda grass, would likely have limited the damage. However, bunch grasses were later planted and although well established on the date of the failure did not have the same integrity as the Bermuda grass. In addition, small discontinuities in flow caused by brush growth in the exit channel of the auxiliary spillway created enough turbulence to start the erosion process. This paper describes the events leading up to, during, and after the failure and describes how technology has evolved in the design of structures today to help analyze the potential and hopefully prevent such failures in the future. Many factors, acting together, resulted in a potentially catastrophic event - caught on tape.
机译:俄克拉荷马州瓦格纳县Kadashan Bottoms场2的NRCS防洪大坝的辅助溢洪道在长时间的水流事件中经历了严重的侵蚀,该事件发生在2008年4月的一系列大雨之后。辅助溢洪道的波峰导致技术漏洞。据估计,侵蚀已清除了大约13,000立方码的土壤。整个活动在6:00 AM左右的某个时间开始,到5:00 PM结束了。第一响应者将事件记录在视频中。辅助溢洪道是使用NRCS技术发布52中包含的容积长度标准进行设计的,该标准在1977年设计时就已经生效。可能造成损坏,但该站点不会破坏。已经开发出改变该标准的新技术。使用该新技术的SITES模型(如果在设计此站点时可以使用该模型)可以预测流动事件期间植被到位的情况下发生破坏。从技术上讲,该故障是由于辅助溢洪道出口通道中土壤的完整性丧失而导致的,其头部切口在溢洪道的整个范围内迁移。造成辅助溢洪道故障的因素包括植被覆盖,辅助溢洪道中的小灌木丛生长以及明显缺乏对操作和维护要求的理解以及维持足够植被的重要性。失效后评估表明,最初指定的植被覆盖物,保养良好的百慕大草可能会限制破坏。但是,后来种下了束草,尽管在故障发生之日已得到充分确立,但其完整性却不像百慕大草。另外,由于辅助溢洪道出口通道中的刷子生长而引起的小流量不连续性产生了足够的湍流,从而开始了侵蚀过程。本文描述了导致失效之前,之中和之后的事件,并描述了当今结构设计中技术的发展趋势,以帮助分析潜力并有望在将来防止此类失效。许多因素共同作用,导致了潜在的灾难性事件-被录音带捕获。

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