首页> 外文会议>NASTT's No-Dig Show Conference;North American Society for Trenchless Technology >Design and Construction of a Multitude of Trenchless Technologies of the Basin 2/3 Project in San Mateo, California
【24h】

Design and Construction of a Multitude of Trenchless Technologies of the Basin 2/3 Project in San Mateo, California

机译:在加利福尼亚州圣马德托盆地2/3项目众多铁路技术的设计与构建

获取原文

摘要

The City of San Mateo Basin 2/3 Project includes new and rehabilitated pipelines and uses both open-cut methods and trenchless technologies. The project scope included the upsizing of existing sewers and new sewer construction adjacent to existing infrastructure. The overall project increases flow equalization capability during storm events to reduce flooding. Completion of an alternatives analysis identified advantages associated with utilizing traditional trenchless methods for the new and rehabilitated pipelines, including cost and schedule benefits and reduced impacts to the community.The project includes several trenchless methods namely: microtunneling, horizontal directional drilling (HDD), and rehabilitation using cured-in-place pipe (CIPP) for gravity and pressure applications. The project, some portions which have been completed and other portions that are currently being bid or designed, includes nearly 14,000-ft of trenchless installation consisting of 6-in to 36-in sanitary sewer pipe.Microtunneling is planned to connect existing sanitary sewer flows through residential areas and provide gravity conveyance through an urban commercial and residential area. The microtunneling portion of the project was a value engineering proposal developed to save budget and schedule for the designed open-cut portion of the sewer conveyance. Due to high-groundwater level with the potential for significant inflow and drawdown potential during the open-cut portion of the project, trenchless methods were proposed to ease the construction installation. Other trenchless methods used on the project include horizontal directional drilling for installation of 200-ft of 6-in gravity sewer, over 3,100-ft of 14-in HDPE force main, and a short installation of 18-in FPVC force main. Many of the HDD installations were designed to have horizontal curves to avoid exiting utilities and mitigate public easement and right-of-way restrictions, whilst also allowing for connection to existing infrastructure.This paper summarizes project constraints, design challenges, and construction issues associated with completing the trenchless components of the sanitary sewer project.
机译:San Mateo Basin 2/3项目的城市包括新的和恢复康复的管道,并使用开割方法和挖掘技术。该项目范围包括现有下水道的增长和与现有基础设施相邻的新下水道建设。整体项目在风暴事件期间增加了流量均衡能力,以减少洪水。完成替代方案分析确定了与利用新的和康复管道的传统挖沟方法相关的优势,包括成本和计划福利和对社区的影响减少。该项目包括多种挖沟方法:使用固化管(CIPP)的MicroTunneling,水平定向钻孔(HDD)和康复,用于重力和压力应用。该项目,已经完成的一些部分以及当前正在出价或设计的其他部分,包括近14,000英尺的横线安装,包括6英寸至36英寸卫生下水道。MicroTunneling计划通过住宅区连接现有的卫生下水道流动,并通过城市商业和住宅区提供重力运输。该项目的Microtunneling部分是为节省了下水道输送设计开口部分的预算和计划而开发的价值工程建议。由于在项目的开口部分期间具有显着流入和绘制潜力的高地下水位,提出了桥接方法以简化施工装置。该项目上使用的其他磁干方法包括用于安装200英尺的6英寸重力下水道的水平定向钻孔,超过3100英尺的HDPE力,以及18英寸FPVC力的安装短。许多HDD安装旨在具有水平曲线,以避免退出实用程序并减轻公共地役权和途径的惯用权,同时还允许连接现有的基础架构。本文总结了项目限制,设计挑战和与完成卫生下水道项目的挖沟部件相关的施工问题。

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