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Deep Top Cementing Job-A Lesson Learnt from a Geothermal Well Drilling in Indonesia

机译:深层固井作业-从印度尼西亚的地热井钻井中学到的一课

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A first geothermal exploration well had been drilled in Indonesia's Tulehu geothermal field located in Ambon Island in December 2010. As the drilling progresses soon after finishing the third casing i.e. the 9 5/8" casing size, losses of drilling circulation fluids were spotted at some depths. Although LCM material including Hi-Vis mud had been swept into the hole, however the lost could not be eliminated completely. This was not realized until after drilling personnel carried out cementing job. With the last casing to reach 618m, it was decided to perform two-stage cementing job; first by injecting cement slurry through the bit at the bottom and secondly squeezing second stage cement slurry via DSCC port opening slightly above the last 9 5/8" casing shoe. The first stage was to fill out annulus between 121/4"-borehole and 95/8" asing pipes, while the second stage was to fill up annulus between 13%" and 9 5/8" casing pipes. Although cement slurry injection were of the excess of 260% for the first stage and 100% for the second stage, however it was found later that the cement top could not reach top of the 13 3/8" and 9 5/8" annulus. Drilling personnel were on suspicions that cement slurry was not only lost in the open-hole interval but also incomplete first-stage cementing job making a hollow space above the first-stage cement top. Problem arises as the measurement showed that the top cement in the 13 3/8" and 9 5/8" annulus was at depth of more than 200m, an abnormal result of cementing jobs. The problem even more perilous as the annulus was filled with water and remaining mud that was displaced upward at the first stage cementing job. Drilling personnel were completely aware of the danger of water traps problem in geothermal wells. Thus they were attempting to assure that water should be drained before the deep top cementing job was carried out. Question arises on how to drain water from a l-7/8"-annulus-opening of 200m depth. After a careful tool design and action plan, the water was finally able to be drained by means of MACARONI pipes of 3/8"and 1/4" size that were installed from annulus top to the bottom of cement top. Using "capillary" principle, air from aerated drilling pump was injected through annulus opening. The pressure will force water to flow through the macaroni pipes out of the annulus. As the water was dried due to heating up of geothermal well, conventional procedure of top cementing job was able to perform from cementing facilities at ground surface.
机译:2010年12月,在位于安汶岛的印度尼西亚图勒胡地热田中钻了第一口地热勘探井。随着钻探工作在完成第三套管(即9 5/8“套管尺寸)后很快进行,在某些地方发现了钻井循环液的损失。尽管包括Hi-Vis泥浆在内的LCM材料被扫入了孔中,但是损失并不能完全消除,直到钻井人员进行固井工作后才意识到,最后一个套管达到618m,因此决定进行两阶段的固井工作;首先是通过底部的钻头注入水泥浆,其次是通过DSCC端口的开口在最后9个5/8英寸的套管靴上方稍稍挤压第二阶段的水泥浆。第一阶段是填充121/4“钻孔和95/8”套管之间的环空,而第二阶段是填充13%“和9 5/8”套管之间的环空。尽管第一阶段的水泥浆注入量超过了260%,第二阶段的水泥浆注入量超过了100%,但是后来发现,水泥顶部无法达到13 3/8“和9 5/8”环空的顶部。钻井人员怀疑水泥浆不仅在裸眼井段内流失,而且在第一阶段固井作业中不完整,从而在第一阶段水泥顶部上方形成了中空空间。由于测量显示13 3/8“和9 5/8”环形空间中的顶层水泥深度超过200m,出现了问题,这是固井工作的异常结果。随着环空充满水和剩余的泥浆,在第一阶段固井作业中向上移位的问题更加危险。钻井人员完全意识到地热井中存水弯问题的危险。因此,他们试图确保在进行深层顶部固井作业之前先排干水。关于如何从200m深度的l-7 / 8“环孔中排水的问题出现了。经过精心的工具设计和行动计划,终于能够通过3/8”的MACARONI管将水排出。从环空顶部到水泥顶部的底部安装了1/4“尺寸。采用“毛细管”原理,通过环空开口注入了来自充气钻井泵的空气。压力迫使水通过通心粉管从通孔中流出。由于地热井的加热使水变干,因此常规的顶部固井作业程序可以在地表的固井设施中进行。

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