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Lining of a 2.4m ID inverted syphon tunnel for ‘zero leakage’

机译:2.4米ID倒虹吸隧道的衬里为“零泄漏”

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As a part of West Edmonton Sanitary Sewer (WESS), the Rat Creek to McNally inverted syphon project (Stage W12) is being implemented by the City of Edmonton (COE) to direct wet weather flows to the Gold Bar Wastewater Treatment Plant (GBWWTP) and to reduce a significant amount of combined sewer overflows (CSO) to the North Saskatchewan River (NSR). The WESS Stage W12 project includes a 3600 ft (1100m) long, 96 in (2.4m) ID syphon tunnel buried at a depth ranging from 66 ft (20m) to 230 ft (70m) with a design flow rate of 530 ft~3/s (15m3/s), a real time control facility (RTC#3) and monitoring facilities both upstream and downstream. Since the syphon tunnel was built under the NSR, it was constructed with two liners to prevent exfiltration from the sewer and contamination of the NSR. The preliminary liner, a rib and lagging liner with an ID of 118 in (3m) provides the support for installing the secondary liner, which was designed to achieve zero leakage. During the design stage of this project, several options for secondary liners were evaluated, including cast-in place reinforced concrete liner, steel pipe, pre-cast concrete pipe with inside coating and fiberglass pipe. The centrifugally cast, fiberglass-reinforced, polymer mortar pipe (HOBAS pipe) was selected as the secondary liner for the syphon tunnel due to various merits of this product, and the annular space between preliminary liner and HOBAS pipe was decided to be filled with grout materials. The 20 ft (6m) long HOBAS pipes were installed from the working shaft, which was built between the syphon inlet and outlet. To install the 101 in (2.57m) OD HOBAS pipe in the 118 in (3m) ID preliminary tunnel liner, the COE designed and built its own pipe carrier. The COE began the installation of HOBAS pipe in June 2010, and the productivity of installing HOBAS pipe and grouting annular space was improved as more experience accumulated. The syphon tunnel was successfully completed in June 2011.
机译:作为西埃蒙顿卫生下水道(WESS)的一部分,大鼠克雷克到Mcnaly倒的Siphon项目(舞台W12)是由Edmonton(Coe)的实施,以将潮湿的天气流向Gold Bar废水处理厂(GBWWTP)实施并减少大量组合的下水道溢出(CSO)到北萨斯喀彻温河(NSR)。 WEST级项目包括3600英尺(1100米)的长,96英寸(2.4米)ID SIPHON隧道埋在66英尺(20m)至230英尺(70m)的深度,设计流速为530英尺〜3 / s(15m3 / s),实时控制设施(RTC#3)和监控设施上游和下游。由于虹吸隧道在NSR下构建,因此有两种衬里构造,以防止从下水道和NSR的污染中的抗污染。初步衬里,肋和滞后衬垫ID为118(3M)为安装辅助衬垫的载体提供了辅助衬垫的支持,该载体旨在实现零泄漏。在该项目的设计阶段,评估了几种用于辅助衬垫的选项,包括铸造钢管混凝土衬垫,钢管,带内涂层和玻璃纤维管的铸造混凝土管。由离心铸造的玻璃纤维增​​强的聚合物砂浆管(霍布斯管)作为虹吸隧道的二级衬里,由于该产品的各种优点,初步衬里和霍布斯管道之间的环形空间决定充满灌浆材料。从工作轴安装20英尺(6M)的长波管道,该管是在虹吸管入口和出口之间建造的。在(3M)ID初步隧道衬里的118中安装101 IN(2.57M)OD WOBAS管道,COE设计并构建了自己的管道。 COE于2010年6月开始安装霍布斯管道,随着累积经验,改善了安装霍布斯管道和灌浆环形空间的生产率。虹吸隧道于2011年6月成功完成。

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