Technical Issues and Necessary Design Adaptations during Construction of Concrete Plugs for Hydrocarbon Underground Storages - Presentation of Four Cases of Design Changes Implemented During Construction

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 10
- File Size:
- 631 KB
- Publication Date:
- Jan 1, 2016
Abstract
"INTRODUCTION During the last decades, many underground facilities for the storage of hydrocarbons have been excavated worldwide and the technology is fully mature. Similarly to other underground structures, the initial basic design has to be adapted along with the work progress, in order to cope with the actual site conditions and in particular the geology, hydrogeology and associated rockmass quality. In addition, Client’s or underground Contractor’s constraints (such as resources availability, schedule or cost impact) may vary from design to construction and require last minute adjustments. Engineers are required to introduce flexibility and anticipation of unexpected situations (similar to the above-mentioned) while conceiving large underground facilities. Although most of the cases require only minor adaptations, crucial parts of the facility have sometimes to be considerably modified and reviewed. This article will present four cases evidencing how the design of one of these essential structures - the concrete plug – has been adjusted during site implementation without impairing the initial performances. Hydrodynamic containment The product containment of the unlined caverns discussed here is ensured by the principle of hydrodynamic containment. A permanent water flow is naturally or artificially maintained with an orientation toward the storage cavern and then, neither product-tight membrane nor lining are required. The hydraulic gradient (and the associated water flow lines), being directed from the surrounding mass toward the cavern, prevent from outward migration of the product. If the hydraulic gradient is not sufficient or if the water table is evidencing instability, water can be artificially injected into the rockmass through purpose-built boreholes, drilled from dedicated galleries. This water injection system, called the water curtain, is generally located several tens of meters above the level of the cavern. This principle is illustrated here after."
Citation
APA:
(2016) Technical Issues and Necessary Design Adaptations during Construction of Concrete Plugs for Hydrocarbon Underground Storages - Presentation of Four Cases of Design Changes Implemented During ConstructionMLA: Technical Issues and Necessary Design Adaptations during Construction of Concrete Plugs for Hydrocarbon Underground Storages - Presentation of Four Cases of Design Changes Implemented During Construction. Society for Mining, Metallurgy & Exploration, 2016.