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Design and Construction Challenges of the Bridgewater Powerhouse Replacement Project

机译:桥水促销项目的设计与施工挑战

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As part of the Federal Energy Regulatory Commission-required seismic stabilization of the Linville embankment dam, Duke Energy Carolinas, LLC (Duke Energy) has replaced the existing, early 20th century vintage powerhouse at the site. The new three-unit Bridgewater Powerhouse presented unique design and construction challenges. To maintain downstream flow and manage the reservoir, the new powerhouse had to be constructed while the existing powerhouse remained in operation. The configuration required using the existing penstock to supply the new powerhouse by means of a penstock extension welded to the existing riveted steel penstock. The existing penstock remained in service for the duration of construction. The new penstock incorporated a structurally complex, large diameter bifurcation immediately downstream of the tie-in point to the existing penstock. Another construction challenge was the confined nature of the site. Bordered by the existing powerhouse, transformer yard, and tailrace to the north and east; the Linville River to the south; and a state highway to the west, construction was limited to a small area. The confined construction area resulted in the installation of several temporary and permanent soil retention structures to facilitate the excavation of approximately 48,000 cubic yards of soil and partially weathered rock. Further constraining the excavation was a high water table and porous bedrock that necessitated an extensive dewatering effort consisting of installing a 250-foot-long concrete secant pile cut-off barrier wall and 44 dewatering wells. Upon completion of excavation, approximately 18,000 cubic yards of foundation mass concrete was placed. The desired rate of mass concrete placement dictated the need for an extensive Thermal Control Plan to control and manage the heat of hydration. The final powerhouse began commercial operation in November 2011. It will meet regulatory requirements of providing a minimum continuous flow in the river downstream of the plant, while generating up to 32 MW of renewable power for Duke Energy customers. This paper will discuss the design and construction challenges encountered during this project and the creative engineering methods utilized to address them.
机译:作为联邦能源监管委员会的一部分,要求临威堤防大坝的地震稳定,杜克能源Carolinas,LLC(杜克能量)取代了现有的20世纪初的葡萄酒厂房。新的三单元桥水强力厂提供独特的设计和施工挑战。为了维持下游流量并管理水库,必须在现有的强者仍然在运作中构建新的强者。使用现有乒乓球码通过焊接到现有的铆接钢钢板的钢笔延伸来供应新功率所需的配置。现有的乒服持续为施工期限。新钢笔掺入了立即下游的结构复杂,大直径分叉分叉。另一个建筑挑战是该网站的狭隘性。由现有的省力,变压器院子和北部和东部覆盖;林维尔河到南方;和西部的州公路,建筑仅限于一个小区域。狭窄的建筑面积导致安装了几种临时和永久性的土壤保留结构,以便于挖掘大约48,000立方米的土壤和部分风化的岩石。进一步限制挖掘是一种高水位和多孔基岩,需要广泛的脱水努力,包括安装250英尺长的混凝土剪切桩切断屏障壁和44个脱水井。挖掘完成后,放置了大约18,000立方米的基础大量混凝土。所需的质量混凝土放置率决定了需要广泛的热控制计划来控制和管理水合的热量。最终的强国于2011年11月开始商业运营。它将符合植物下游河流最小连续流动的监管要求,同时为公爵能源客户产生高达32兆瓦的可再生能力。本文将讨论该项目期间遇到的设计和施工挑战以及用于解决它们的创造性工程方法。

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