S. Dumoulin , A. Kane , T. Coudert , N. Morin , L. Gerbaud , N. Velmurugan , E. Jahangir , H. Sellami , J.-P. Latham , S. Naderi , J. Xiang
{"title":"HPWJ井下开槽潜孔钻头-岩石相互作用的三维数值研究:钻头设计和井底几何条件对冲击钻井破岩效率的影响","authors":"S. Dumoulin , A. Kane , T. Coudert , N. Morin , L. Gerbaud , N. Velmurugan , E. Jahangir , H. Sellami , J.-P. Latham , S. Naderi , J. Xiang","doi":"10.1016/j.rockmb.2024.100169","DOIUrl":null,"url":null,"abstract":"<div><div>The EU H2020 ORCHYD project seeks to enhance drilling efficiency in hard rock environments, particularly for deep geothermal wells, by integrating innovative rock weakening techniques. In this context, 3D finite element simulations of bit-rock interactions were performed to assess how combining high pressure water jetting (HPWJ)-induced groove and bottom-hole geometry can contribute to improve the down-hole percussive drilling performance. A Red Bohus granite rock was modelled using a continuum, elasto-visco-plastic, and damage-based model calibrated using Brazilian, uniaxial compression, and triaxial material tests as well as single insert impact tests. Bit-rock interaction with an HPWJ groove was studied through modelling of twelve different groove depths and bottom-hole configurations. Results demonstrate that deeper grooves significantly reduce impact loads by up to 35% and increase penetration up to 40%, leading to higher material removal (up to 240%). Groove depth also influences damage propagation between adjacent indents, with grooves facilitating a broader zone of fractured rock, particularly near the groove itself. Notably, the drilling efficiency benefits from HPWJ slotting are highly dependent on bit design: flat and concave bit profiles exhibit 70% greater improvement in drilling performance compared to other profiles.</div></div>","PeriodicalId":101137,"journal":{"name":"Rock Mechanics Bulletin","volume":"4 1","pages":"Article 100169"},"PeriodicalIF":0.0000,"publicationDate":"2025-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Three-dimensional numerical study of DTH bit-rock interaction with HPWJ downhole slotting: Influence of bit design and bottom hole geometric conditions on rock breaking efficiency in percussive drilling\",\"authors\":\"S. Dumoulin , A. Kane , T. Coudert , N. Morin , L. Gerbaud , N. Velmurugan , E. Jahangir , H. Sellami , J.-P. Latham , S. Naderi , J. Xiang\",\"doi\":\"10.1016/j.rockmb.2024.100169\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The EU H2020 ORCHYD project seeks to enhance drilling efficiency in hard rock environments, particularly for deep geothermal wells, by integrating innovative rock weakening techniques. In this context, 3D finite element simulations of bit-rock interactions were performed to assess how combining high pressure water jetting (HPWJ)-induced groove and bottom-hole geometry can contribute to improve the down-hole percussive drilling performance. A Red Bohus granite rock was modelled using a continuum, elasto-visco-plastic, and damage-based model calibrated using Brazilian, uniaxial compression, and triaxial material tests as well as single insert impact tests. Bit-rock interaction with an HPWJ groove was studied through modelling of twelve different groove depths and bottom-hole configurations. Results demonstrate that deeper grooves significantly reduce impact loads by up to 35% and increase penetration up to 40%, leading to higher material removal (up to 240%). Groove depth also influences damage propagation between adjacent indents, with grooves facilitating a broader zone of fractured rock, particularly near the groove itself. Notably, the drilling efficiency benefits from HPWJ slotting are highly dependent on bit design: flat and concave bit profiles exhibit 70% greater improvement in drilling performance compared to other profiles.</div></div>\",\"PeriodicalId\":101137,\"journal\":{\"name\":\"Rock Mechanics Bulletin\",\"volume\":\"4 1\",\"pages\":\"Article 100169\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2025-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Rock Mechanics Bulletin\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2773230424000684\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Rock Mechanics Bulletin","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2773230424000684","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
EU H2020 ORCHYD项目旨在通过整合创新的岩石弱化技术,提高硬岩环境下的钻井效率,特别是深地热井。在这种情况下,进行了钻头-岩石相互作用的三维有限元模拟,以评估如何将高压水射流(HPWJ)诱导的凹槽与井底几何形状相结合,以提高井下冲击钻井性能。Red Bohus花岗岩采用连续体、弹粘塑性和基于损伤的模型进行建模,该模型使用巴西、单轴压缩、三轴材料测试以及单插入冲击测试进行校准。通过模拟12种不同的槽深和井底构型,研究了HPWJ槽与钻头-岩石的相互作用。结果表明,更深的凹槽可以显著降低冲击载荷高达35%,并增加高达40%的渗透,从而导致更高的材料去除(高达240%)。沟槽的深度也会影响相邻凹痕之间的损伤扩展,沟槽会扩大岩石的破裂区域,尤其是在沟槽本身附近。值得注意的是,HPWJ开槽的钻井效率效益高度依赖于钻头设计:与其他钻头剖面相比,平坦和凹型钻头的钻井性能提高了70%。
Three-dimensional numerical study of DTH bit-rock interaction with HPWJ downhole slotting: Influence of bit design and bottom hole geometric conditions on rock breaking efficiency in percussive drilling
The EU H2020 ORCHYD project seeks to enhance drilling efficiency in hard rock environments, particularly for deep geothermal wells, by integrating innovative rock weakening techniques. In this context, 3D finite element simulations of bit-rock interactions were performed to assess how combining high pressure water jetting (HPWJ)-induced groove and bottom-hole geometry can contribute to improve the down-hole percussive drilling performance. A Red Bohus granite rock was modelled using a continuum, elasto-visco-plastic, and damage-based model calibrated using Brazilian, uniaxial compression, and triaxial material tests as well as single insert impact tests. Bit-rock interaction with an HPWJ groove was studied through modelling of twelve different groove depths and bottom-hole configurations. Results demonstrate that deeper grooves significantly reduce impact loads by up to 35% and increase penetration up to 40%, leading to higher material removal (up to 240%). Groove depth also influences damage propagation between adjacent indents, with grooves facilitating a broader zone of fractured rock, particularly near the groove itself. Notably, the drilling efficiency benefits from HPWJ slotting are highly dependent on bit design: flat and concave bit profiles exhibit 70% greater improvement in drilling performance compared to other profiles.