首页> 外文会议>International Pipeline Conference >PRESERVING CRITICAL STORMWATER STORAGE ASSETS AT PIPELINE TERMINAL
【24h】

PRESERVING CRITICAL STORMWATER STORAGE ASSETS AT PIPELINE TERMINAL

机译:在管道终端保留临界雨水储存资产

获取原文

摘要

A slope failure compromised the integrity of a critical stormwater storage facility at a petroleum storage terminal within northern Alberta. Through periodic ground inspections and a review of LiDAR and aerial imagery, significant lateral deformation of a lined stormwater pond was identified. The potential for pond overflow and uncontrolled stormwater release into the natural environment due to compromised discharge outlets and liner integrity posed an operational and environmental risk. A fast-tracked review and assessment of both the historical and as-built construction details, a good understanding of the regional geology, and geotechnical investigation and instrumentation were required to identify remedial measures that could be implemented to restore the pond prior to the onset of major storm events. Geotechnical investigation and assessment showed weak zones in the bedrock at shallower depths than were historically encountered at the site. Spatial constraints, uncontrolled fill placement in close proximity to the pond, expansion of the pond following original construction, and compromised subsurface drainage were identified as factors that may have contributed to the failure. Assessment of remedial options considered impacts relative to both local and global factors of safety. The selected remedial option was a combination of slope unloading, shear key construction, and improved drainage with the design and construction occurring within a timeframe of 3 months to minimize the time that the pond was out of service. The paper highlights the challenges associated with the slope unloading and shear key construction that were required to control the ground movements. An approach involving sequential excavation and replacement was adopted to manage the risks associated with shear key construction. In addition, directional drill methods were incorporated to install some of the drainage measures due to the risk associated with an open cut approach. The project was fast-tracked to minimize exposure to high precipitation and limited stormwater storage capacity.
机译:斜坡失败会损害了艾伯塔北部石油存储终端的临界雨水储存设施的完整性。通过定期地检查和激光雷达和空中图像的审查,确定了衬里暴雨池的显着横向变形。由于损坏的出口和衬里完整性,池塘溢出和不受控制的雨水释放到自然环境中的潜力构成了操作和环境风险。对历史和竣工施工细节的快速审查和评估,良好地了解区域地质以及岩土工程调查和仪器,以确定可以实施以在发作前恢复池塘的补救措施主要风暴活动。岩土性调查和评估在基岩中显示出较浅的深度,而不是在历史上遇到的地方。空间约束,不受控制的填充放置在池塘附近,池塘之后的池塘扩张,并损害了地下排水作为可能导致失败的因素。补救措施评估认为相对于地方和全球安全因素的影响。所选补救措施是斜坡卸载,剪切键结构的组合,以及改进的排水,其中在3个月的时间范围内发生设计和施工,以最大限度地减少池塘停止服务的时间。本文突出了控制地面运动所需的斜坡卸载和剪切密钥结构相关的挑战。采用涉及顺序挖掘和更换的方法来管理与剪切密钥结构相关的风险。此外,还包含定向钻头方法,以安装一些引流措施,由于与开放式切割方法相关的风险。该项目快速跟踪,以最大限度地减少高降水和有限的雨水储存能力。

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