首页> 外文会议>USSD(United States Society on Dams) Annual Conference >RECONSTRUCTING RIVER RESERVOIR NO. 3 - FROM EMERGENCY ACTION TO BREACH TO SAFE OPERATION IN 21 MONTHS
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RECONSTRUCTING RIVER RESERVOIR NO. 3 - FROM EMERGENCY ACTION TO BREACH TO SAFE OPERATION IN 21 MONTHS

机译:重建河水库编号3-从紧急行动到破坏到安全运行21个月

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River Reservoir #3 is located in east central Arizona near the town of Greer. The zoned embankment dam was originally constructed in 1896 and has been modified at least 4 times. Currently the dam is approximately 1,100-feet-long and has a maximum height of about 70 ft. During the last two weeks of March 2004 the water surface at River Reservoir #3 was at higher than normal levels and began spilling through the spillway on March 22nd. On March 28th, the Round Valley Water Users Association (RVWUA), who own and operate the facility, reported that the left abutment drain was discharging more than 120 gallons per minute (gpm), a rate 10 times the normal amount. On April 1st, sediment was observed in the weir box located at the end of the left abutment drain. This material was mainly sand with some clay, and was assumed to be originating from the sandy clay core of the embankment. In the first week of April, the Arizona Department of Water Resources (ADWR) requested instigation of the emergency action plan, the Governor of Arizona declared an emergency situation, and Apache County emergency responders began 24-hour-hour surveillance of the dam. Simultaneously, TCB was contracted by the ADWR to begin emergency engineering services in close cooperation with their office. The scope of work of these services included: 1. Continued observation and monitoring of the behavior of the River Reservoir #3 dam until a safe situation existed 2. Performed investigations of the dam to establish an understanding of the conditions within the embankment and the causes of the internal erosion. Besides conventional drilling and sampling, the investigation included dye tracing and a magnetic-based groundwater mapping survey 3. Development of preliminary and final designs for a repair that eliminated the present problem and allowed the reservoir to operate in a safe manner.
机译:3号河水库位于亚利桑那州中东部,靠近格里尔镇。分区堤坝始建于1896年,至少经过了4次修改。目前,该水坝长约1100英尺,最大高度约70英尺。在2004年3月的最后两周,3号水库的水位高于正常水平,并于3月开始通过溢洪道溢出。 22日3月28日,拥有和运营该设施的Round Valley水用户协会(RVWUA)报告说,左基台排水口每分钟排放的水量超过120加仑(gpm),是正常排放量的10倍。 4月1日,在左基台排水管末端的堰箱中观察到了沉积物。这种材料主要是沙子和一些黏土,并被认为是从路堤的沙质黏土核中产生的。在4月的第一周,亚利桑那州水利部(ADWR)要求启动紧急行动计划,亚利桑那州州长宣布了紧急情况,阿帕奇县紧急响应人员开始对大坝进行24小时全天候监视。同时,ADWR与TCB签约,与他们的办公室密切合作,开始提供应急工程服务。这些服务的工作范围包括:1.继续观察和监测3号水库大坝的行为,直到出现安全状况为止2.对大坝进行调查,以了解路堤内的状况和起因内部侵蚀。除了常规的钻井和采样外,研究还包括染料追踪和基于磁性的地下水测绘调查。3.初步设计和最终设计进行维修,从而消除了目前的问题,并使水库能够安全运行。

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