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Gravel sizing method for sand control packing in hydrate production test wells

机译:水合物生产试验井防砂填料的碎石定径方法

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To deal with sand production problems during the process of producing natural gas from hydrate-bearing sediments (HBS) using reservoir-fluid extraction method, a new gravel sizing method for sand control packing named “Hold coarse while eliminate fine particle (HC & EF method)” was developed for the clayey hydrate-bearing formations. Site X, in Shenhu area, South China Sea was taken as an example to describe detailed gravel sizing procedure. On the basis of analyzing basic particle size distribution (PSD) characteristics of HBS at Site X, the formation sand was divided into two components, which are coarse component and fine component. The gravel sizes for retaining coarse component and eliminate fine component were calculated, respectively. Finally, intersection of these two gravel sizes was taken as the proper gravel size for Site X. The research results show that the formation at Site X is clayey sand with poor sorting and uniformity, proper gravel size for upper segment packing is 143?215 μm, while that for lower segment packing is 240?360 μm. In consideration of the difficulty of layered sand control operation on offshore platform, proper gravel packing size for Site X is recommended as 215?360 μm.
机译:为解决储层流体萃取含水沉积物天然气生产过程中的制砂问题,提出了一种新的防砂填料砾石定径方法,即“保持粗而消除细颗粒(HC&EF法)”。 ”是为黏土含水合物地层开发的。以南海神湖地区X站点为例,描述了详细的砾石筛分程序。在分析站点X处HBS的基本粒度分布(PSD)特征的基础上,将地层砂分为两个组分,即粗组分和细组分。分别计算了保留粗粒成分和消除细粒成分的砾石尺寸。最后,将这两个砾石尺寸的交点作为工地X的合适砾石尺寸。研究结果表明,工地X的地层是黏土,分选和均一性差,上段填料的合适砾石尺寸为143?215μm ,而下段填料的填料则为240-360μm。考虑到在海上平台上进行分层防砂作业的困难,建议将站点X的砾石充填尺寸选择为215-360μm。

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