英国怀河管道穿越的补救保护

J. Cutler, N. Wheeler, K. Dean, F. Ade, L. Sawatsky, Dick Gray
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摘要

这个项目对那些参与河流、溪流和河口的管道建设、选址和维修的人很有兴趣。1999年初,干线管道有限公司(Mainline Pipelines Ltd)发现其穿越英国怀河的管道因河水冲刷而暴露在外。这条管道最初于1972年铺设,提供了从米尔福德港到英国中部地区的石油产品的主要供应,并在高压下运行。管道的断裂或暂时关闭将会产生严重的影响。需要迅速采取补救保护措施,以确保管道的完整性。对1888年以来的航空照片和地图的回顾显示,怀河蜿蜒的河道以平均每年0.65米的速度向北移动,因此,补救工程必须考虑到持续的垂直和横向冲刷。人们认识到,需要在现场进行河道整治工程,以确保长期继续保护管道。建议的设计和补救施工技术考虑到安全问题、对河流生态的潜在影响、河流使用者的娱乐、河流水文以及通往陡峭的北岸的限制。该设计包括用碎石填充被侵蚀的河床和河岸,并放置分级岩石抛石保护层。灌浆织物模板袋放置在管道下方,以尽量减少岩石放置期间暴露长度的挠度和不可接受应力的发展。填满岩石的金属丝床垫立即被放置在管道的顶部,以保护它免受角状抛石的点加载。采用卫星定位系统控制物料投放,施工期间持续进行河道水质环境监测。
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Remedial protection of a pipeline crossing of the River Wye, UK
This project is of interest to those involved in construction, siting, and repair of pipeline crossings of rivers, streams, and estuaries. In early 1999, Mainline Pipelines Ltd discovered that its pipeline crossing of the River Wye in the UK had been exposed by river scour. Originally laid in 1972, the line provides petroleum products' main supply from the port at Milford Haven to the Midlands, UK, and operates at a high pressure. A break in, or temporary shutdown of, the pipeline would have had serious implications. Remedial protection options were needed rapidly to ensure the integrity of the pipeline. A review of historical air photographs and maps, dating back to 1888, showed that the meandering channel of the River Wye has shifted to the north at an average rate of 0.65m per year, Thus, the remedial works would have to account for continuing vertical and lateral scour. It was recognized that river-training works would be required at the site to ensure continued protection of the pipeline in the long term. The recommended design and remedial construction techniques allowed for safety issues, the potential impact on the river ecology, recreational river users, the river hydrology, and restricted access to the steep northern river bank. The design comprised filling of the eroded river bed and bank with rock aggregate and placing a protective layer of graded rock riprap. Grout-filled fabric formwork bags were placed beneath the pipeline to minimize deflection and the development of unacceptable stresses in the exposed length during rock placement. Rock-filled wire mattresses were placed immediately on top of the pipeline to protect it from point loading of the angular riprap. A satellite-guided positioning system was used to control material placement, and environmental monitoring of river water quality was carried out continuously during construction.
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