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NASHVILLE PROJECT SHOWS LONG-TERM EFFECTIVENESS OF SEWER REHABILITATION FOR INFILTRATION REDUCTION

机译:纳什维尔项目显示污水渗透减少的长期效果

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When planning a sewer rehabilitation project, municipal sewer agencies and design engineers sometimes ask: "What is the life span for these products, and how long will they remain effective for reducing groundwater infiltration as originally designed?"To address this issue, a major sewer rehabilitation project conducted by Nashville MWS (Metro Water Services) was studied for a period of 12 years following completion in January 1996. CIPP (cured-in-place pipe) was used to reline over 42,000 linear feet of 8" to 30" pipe. This represented about 15.5% of the project system. Contiguous manholes and services were rehabilitated. Flow monitoring was conducted prior to the project and the results compared to monitoring immediately following the rehabilitation work, then repeated in 1998, 2002, and ending in 2006-2007. The initial results showed that 620 mill. gal. of infiltration (~35%) were removed annually. The most recent monitoring showed a reduction of 488 mill. gal. (~28%). The results could suggest that the level of effectiveness has deteriorated slightly in the past ten years. However, it may also reflect the effect of continued deterioration of parts of the system that were not rehabilitated. The 5-year, 24-hour infiltration and the peak-hour infiltration rate showed year 2007 reductions of 43.4% and 43.6% respectively. This was sufficient to maintain the goal of containment for the 5-year (4.5 inch) storm. The monitoring results were objectively analyzed using all valid rainfall events during each study (typically >25 events for a year). The analytical procedures followed the Nashville "Standardized Approach" (Kurz, et al. 2003) which uses a set of rigorous rules and statistical tests for quality control and assurance.
机译:在计划下水道修复项目时,市政下水道机构和设计工程师有时会问:“这些产品的使用寿命是多少,并且如最初设计的那样,它们在减少地下水渗入方面能有效保持多长时间?” 为了解决这个问题,在1996年1月竣工后,对由Nashville MWS(地铁供水服务公司)进行的一项大型下水道修复项目进行了为期12年的研究。CIPP(现浇管道)用于重新铺设42,000线性英尺的管道8“到30”的管道。这约占项目系统的15.5%。连续的沙井和服务得到了修复。在项目之前进行了流量监测,并将结果与​​修复工作后立即进行的监测进行了比较,然后在1998年,2002年和2006-2007年结束时进行了重复监测。初步结果显示为620轧机。 gal。每年去除约50%的渗透(〜35%)。最近的监控显示减少了488轧机。 gal。 (〜28%)。结果表明,在过去十年中,有效性水平略有下降。但是,这也可能反映出未修复的系统各部分持续恶化的影响。 5年,24小时的入渗量和高峰时间的入渗率显示,2007年分别减少了43.4%和43.6%。这足以维持遏制5年(4.5英寸)风暴的目标。使用每个研究期间的所有有效降雨事件(通常一年中> 25个事件)客观地分析监测结果。分析程序遵循纳什维尔的“标准化方法”(Kurz等,2003),该方法使用一组严格的规则和统计测试来进行质量控制和保证。

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