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A Trenchless Approach to Lift Station Elimination

机译:消除升降机站的无沟渠方法

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Initially in 2004, the City of Garland, Texas, approached Freese and Nichols, Inc. (FNI), about decommissioning a small lift station that was becoming a maintenance problem for the City staff. The City did not want to expend effort or funds into rehabilitating or replacing the lift station; it has preferred to eliminate lift stations, if possible, throughout the City. FNI conducted a study of the lift station service area, the gravity collection system in proximity of the lift station, and the topography of the immediate area surrounding the lift station site. The results of the study determined that it would require trench cuts in excess of 50-feet to install a gravity line by open-cut methods to the downstream system, and at the time the trenchless technology was not advanced enough to install a gravity wastewater line at grade for the lengths required for connecting to the existing collection system. FNI recommended to rehabilitate or replace the lift station due to the excessive expense and risk involved in attempting to run a new gravity line to eliminate the lift station. The City opted to wait, and attempted to maintain the existing lift station. Fast forward to 2014. The City of Garland contacted FNI to reinvestigate the same lift station and collection system. After 10 more years of use and maintenance, the lift station was even more of a problem for the City maintenance staff. FNI reviewed the 2004 study and determined that improvements in trenchless technology capabilities made it feasible to install a new gravity line at grade. The new line would enable the City to eliminate the lift station and connect the existing collection system to the service area of the existing lift station. This project would require over 3,500 feet of pipe to be installed by trenchless methods on a grade of approximately 0.01 ft./ft. grade. The project was successfully installed and was put in service in the Spring of 2016 as designed. Now that trenchless technologies are making it more feasible to eliminate lift stations, this paper will give utility owners a greater understanding of what trenchless installation entails and what to consider when making that decision. The paper will show the audience how the City of Garland team researched, designed and constructed the project. It will describe the installation options that the project team explored, the precautions they took during design, and the measures they implemented to minimize risks. The paper will also discuss construction issues and challenges that trenchless projects may encounter, as well as lessons learned and other guidance for utility owners.
机译:最初在2004年,得克萨斯州的加兰市市与Freese and Nichols,Inc.(FNI)接触,要求拆除小型升降机站,这已成为该市工作人员的维护难题。纽约市不想花费精力或资金来修复或更换升降机站。如果可能的话,它最好在全市范围内取消升降机站。 FNI对电梯站服务区域,电梯站附近的重力收集系统以及电梯站周围的直接区域的地形进行了研究。研究结果确定,要通过明渠法在下游系统上安装重力管线,需要开挖超过50英尺的沟槽,而当时的非开挖技术还不够先进,无法安装重力废水管线。连接现有收集系统所需长度的等级。 FNI建议修复或更换举升站,因为这样做的费用过高,并且尝试运行新的重力管线以消除举升站会涉及风险。纽约市选择等待,并试图维护现有的升降机站。快进到2014年。花环市与FNI联系,对相同的升降台和收集系统进行了重新调查。经过十多年的使用和维护,对于纽约市的维护人员来说,升降机站甚至是一个更大的问题。 FNI回顾了2004年的研究,并确定非开挖技术能力的提高使得在坡度上安装新的重力线变得可行。新的线路将使纽约市消除电梯站,并将现有的收集系统连接到电梯站的服务区域。该项目将需要通过无挖沟方法安装超过3500英尺的管道,坡度约为0.01英尺/英尺。年级。该项目已成功安装,并按设计于2016年春季投入使用。既然非开挖技术使取消升降机站变得更加可行,那么本文将使公用事业所有者对非开挖安装意味着什么以及做出该决定时应考虑的内容有更深入的了解。本文将向观众展示Garland市团队如何研究,设计和建造该项目。它将描述项目团队探索的安装选项,设计过程中采取的预防措施以及为最大程度降低风险而采取的措施。本文还将讨论非开挖项目可能遇到的建设问题和挑战,以及为公用事业业主提供的经验教训和其他指导。

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