Linear Model for Pore Pressure Predication in Gas Hydrate-bearing Sand Formation of Krishna-Godavari Basin (India) – A Case Study

IF 1.2 4区 地球科学 Q3 GEOSCIENCES, MULTIDISCIPLINARY Journal of the Geological Society of India Pub Date : 2024-06-01 DOI:10.17491/jgsi/2024/173909
Pradeep Kumar Yadav, Uma Shankar
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Abstract

Pore pressure is a crucial geomechanical parameter, to decide the mud density while well drilling. The mud weight should be between formation pressure (pore pressure) and the fracture gradient of the reservoir rock, otherwise various kind of unwanted incidents like, kicks, blowout, breakout, well collapse, mud loss and lost circulation can happen; which can increase the cost of drilling and in worst case it may lead to a dangerous accident and consequently loss of life and assets at drilling site. In this study we are trying to find pore pressure within water bearing shale formations and gas hydrate (solid) bearing sand formation of four wells of Area B in the Krishna-Godavari Basin, namely, NGHP-02-17A, 19A, 22A, and 23A. Bower’s sonic, Eaton’s resistivity and Eaton’s sonic empirical equations have been used to estimate effective stress in the water-bearing shale formation. In gas hydrate-bearing sand formations these empirical equations cannot be useful for effective stress or pore pressure estimation and hence a linear model based on pressure-core data, relating effective stress and depth in meter below seafloor (mbsf) is generated .This model is applicable for the effective stress estimation in gas hydrate bearing sand formations of the Krishna-Godavari basin. The effective stress estimated from linear model and from core data are found in good agreement in all the wells. At site NGHP-02-23, in-situ pore-pressure was measured between depth of 270.38 to 271.38 mbsf with the help of modular dynamic formation tester (MDT) tool. The in-situ pore pressure (28.2 MPa) and estimated pore pressure (27.8 MPa) from the linear model are found in good agreement. Further, fracture pressures from Matthew-Kelly and Eaton’s method were estimated. The mud weight base on the reported mud density 1.3g/cc are found to higher than the pore pressures and lower than the fracture pressures and hence fulfil the criteria for safe drilling.
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印度克里希纳-戈达瓦里盆地含天然气水合物砂层孔隙压力预测线性模型 - 案例研究
孔隙压力是决定钻井泥浆密度的关键地质力学参数。泥浆重量应介于地层压力(孔隙压力)和储层岩石的裂缝梯度之间,否则会发生各种不必要的事故,如卡钻、井喷、破裂、井塌、泥浆流失和循环损失;这会增加钻井成本,最坏的情况可能会导致危险事故,进而造成钻井现场的生命和财产损失。在本研究中,我们试图发现克里希纳-戈达瓦里盆地 B 区四口井(即 NGHP-02-17A、19A、22A 和 23A)含水页岩层和含天然气水合物(固体)砂层中的孔隙压力。采用鲍尔声波、伊顿电阻率和伊顿声波经验方程估算含水页岩层的有效应力。在含天然气水合物的砂层中,这些经验方程无法用于估算有效应力或孔隙压力,因此根据压力岩心数据生成了一个线性模型,该模型将有效应力与海底下米深度(mbsf)联系起来。根据线性模型和岩心数据估算出的有效应力在所有油井中都非常吻合。在 NGHP-02-23 井场,利用模块化动态地层测试仪(MDT)工具测量了 270.38 至 271.38 mbsf 深度的原位孔隙压力。发现原位孔隙压力(28.2 兆帕)与线性模型估算的孔隙压力(27.8 兆帕)非常吻合。此外,还根据 Matthew-Kelly 和 Eaton 方法估算了压裂压力。根据报告的泥浆密度 1.3 克/立方厘米计算的泥浆重量高于孔隙压力,低于裂缝压力,因此符合安全钻井标准。
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来源期刊
Journal of the Geological Society of India
Journal of the Geological Society of India 地学-地球科学综合
CiteScore
2.20
自引率
7.70%
发文量
233
审稿时长
6 months
期刊介绍: The Journal aims to promote the cause of advanced study and research in all branches of geology connected with India, and to disseminate the findings of geological research in India through the publication.
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