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San Francisco Public Utilities Commission Completes Hand Mined Tunnel for Seismic Resiliency Project

机译:旧金山公用事业委员会为地震弹性项目完成散发隧道

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The San Francisco Public Utilities Commission (SFPUC) recently completed the Peninsula Pipeline Seismic Upgrades (PPSU) Phase 3 Project, a seismic resiliency project with a goal to improve the seismic reliability of high risk sections of the Regional Water System transmission pipelines that run from the Harry Tracy Water Treatment Plant (HTWTP) to the Sunset Reservoir. The project included upgrades to San Andreas Pipeline No. 2 (SAPL2), a 54-inch diameter steel water transmission pipeline located within a steep slope of Stern Grove Park, which was found to be at risk for up to 11-inches of movement during seismically-induced landslides.A portion of the SAPL2 pipeline was replaced using hand mining trenchless installation methods to accommodate the goals of San Francisco Recreation and Parks Department for minimal surface disturbance within the densely vegetated hillside of the park, while providing a reliable source of potable water for the City of San Francisco. The project design included a finite element analysis to verify the suitability of the design’s pipe-wall thickness, miter bend configurations and annular space grouting to meet the seismic design requirements.The project included installation of approximately 680 linear feet of 0.5 to 1-inch thick, butt welded, 54-inch diameter SAPL2 steel pipe, with approximately 140 LF installed in a 72-inch diameter tunnel, using hand mining installation techniques, downhill on a 28-degree slope. The tunnel utilized bolted liner plate construction, with an auger bored pipe in the center for soil removal downslope in the center of the tunnel to the receiving shaft, at the downhill end.
机译:旧金山公用事业委员会(SFPUC)最近完成了半岛管道地震升级(PPSU)第3阶段项目,一种地震弹性项目,目标是提高区域水系统传输管道的高风险部门的地震可靠性哈利特雷西水处理厂(HTWTP)到日落水库。该项目包括升级到San Andreas Pipeline No.2(SAPL2),一个54英寸直径的钢水输送管道,位于Stern Grove Park公园的陡坡内,发现在最多11英寸的运动方面存在危险地震诱导的滑坡。使用手工挖掘的飞行安装方法更换了一部分SAPL2管道,以适应旧金山娱乐和公园部门在公园密集植物山坡内的最小表面干扰的目标,同时为城市提供可靠的饮用水来源旧金山。项目设计包括有限元分析,以验证设计的管壁厚度,斜切配置和环形空间灌浆的适用性,以满足地震设计要求。该项目包括安装大约680线性脚0.5至1英寸厚,对接焊接,54英寸直径的SAPL2钢管,安装在72英寸直径的隧道中,使用手工采矿安装技术,下坡28度坡度。隧道利用螺栓衬垫板结构,在隧道中心的螺栓钻孔中有一个螺旋钻孔,在隧道中心到接收轴,在下坡端。

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