【24h】

TUNNEL REPAIRS THROUGH A MANHOLE

机译:隧道通过人孔修复

获取原文
获取原文并翻译 | 示例

摘要

Two locations outside the tunnel are used to monitor leakage. Surface leakage from the tunnel is measured at a weir located about 150 ft below the tunnel portal. Leakage also is monitored by measuring flows in two culverts that pass under a U.S. Forest Service road farther down the slope. Flows measured at the weir are principally due to direct leakage from the tunnel, while those observed at the road culverts farther down slope represent a combination of both tunnel leakage and the natural runoff from the area. It is likely that some of the leakage is lost to the groundwater in the rock mass below the tunnel and is not measured either at the weir or the culverts. Measurements of flow at the weir and at the road culverts were taken one day before the tunnel was refilled with water (November 16, 2001). At that time, the tunnel had been empty for about six weeks and the area had experienced several days of heavy rain. As expected, no flow was observed at the weir. The depth of flow through culvert 1 was approximately 2 inches (0.57 cfs) and at culvert 2 there was no flow (i.e., only dripping). These values can be taken to represent base flow conditions under wet, winter-like conditions. On December 3, 2001, sixteen days after the tunnel was refilled, the flows at the weir and at the culverts were again measured. At the weir there was still no flow, indicating that the leakage water that had formerly flowed directly from the tunnel portal area had ceased. Along the lower road, the depth of water in culvert 1 measured 1.75 inches (0.43 cfs) and culvert 2 was dry (0 inches). The slight decrease in this measurement corresponds to drier weather at the time of observation and the lack of tunnel leakage. In the past, tunnel leakage was easily observed as significantly increased flows at both the weir and the culverts within 24 hours of filling the tunnel with water.
机译:隧道外的两个位置用于监视泄漏。隧道表面的泄漏是在位于隧道入口下方约150英尺处的堰处测量的。还可以通过测量两个涵洞的流量来监控泄漏情况,这两个涵洞是在更深的斜坡上通过美国森林服务公司的道路下方通过的。在堰处测得的流量主要归因于隧道的直接泄漏,而在更远的斜坡处的涵洞处观测到的流量则是隧道泄漏和该地区自然径流的结合。在隧道下方的岩体中,某些渗漏可能会损失到地下水中,而在堰或涵洞处都无法测量到。在隧道注满水之前的一天(2001年11月16日)测量了堰和公路涵的流量。当时,隧道已经空了大约六个星期,该地区经历了几天的大雨。如预期的那样,在堰上没有观察到流动。通过涵洞1的水流深度约为2英寸(0.57 cfs),在涵洞2处无水流(即仅滴落)。这些值可以用来表示在潮湿的冬季条件下的基本流量条件。 2001年12月3日,即隧道重新填充后的16天,再次测量了堰和涵洞处的流量。在堰处仍然没有水流,这表明以前直接从隧道入口区域流出的漏水已经停止。沿着较低的道路,涵洞1中的水深为1.75英寸(0.43 cfs),涵洞2为干(0英寸)。该测量值的略微降低对应于观察时的干燥天气以及缺乏隧道泄漏。过去,很容易观察到隧道漏水,因为在向隧道注满水后24小时内,堰和涵洞处的流量都显着增加。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号