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Performance of a Drainage Tunnel and Subvertical Drain System

机译:排水隧道和增频排水系统的性能

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The construction of two drainage tunnels and the associated subvertical drain system at the Po Shan area in Hong Kong was completed in December 2009. This project is the first of its kind to utilise drainage tunnels and a network of subvertical drains to regulate the groundwater table to enhance the long-term stability of the hillside of Po Shan area. The groundwater levels, monitored by preinstalled piezometers, once exhibited dramatic drops during drilling of the subvertical drains; however, have recovered from natural replenishment after effectively plugging of the drains. The level of groundwater drawdown is in line with the design function of the subvertical drains. In order to understand the groundwater flow pattern in the Po Shan area during and after construction and to set out operation schemes for the subvertical drain system so as to control the groundwater table in the Po Shan area, a post-construction review has been carried out to examine the behaviour of the drainage system and its impact on the surrounding subsurface groundwater flow.
机译:2009年12月建成了两种排水隧道和香港宝山地区相关的复兴排水系统。该项目是利用排水隧道和复兴排水管网络来调节地下水表的第一个提升PO Shan地区山坡的长期稳定性。由预安装的压力仪监测的地下水位,一旦在钻井中展出了剧烈的滴剂;然而,在有效地堵塞漏斗后,从自然补充中恢复过。地下水拔出的水平符合增强漏极的设计功能。为了在施工期间和之后了解PO Shan地区的地下水流动模式,并为增频排水系统展示操作方案,以便控制PO Shan地区的地下水表,进行了一次施工后审查检查排水系统的行为及其对周围地下地下水流动的影响。

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