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Analyses of Sonic Data in an Indonesian Well for Formation Damage, Stresses, and Bedding

机译:印尼井中声波数据的地层破坏,应力和层理分析

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To help design the completion of an Indonesian developmentrnwell, we have carried out cross-dipole dispersion analysesrnover a depth interval of approximately 500 ft. Dispersionrnanalyses provide estimates of radial extent of formationrndamage and indicators of stress- and bedding-inducedrnanisotropies. Most of these sections of this vertical wellrnexhibit sand and shale lithology with shear slownessrnanisotropy ranging from 5 to 10%. Above the angularrnunconformity in the deeper section of the well, a clean sandrninterval (Sand A) shows evidence of cross-dipole dispersionrncrossovers. Crossing dipole dispersions are indicators ofrnstress-induced anisotropy dominating the sonic data. We haverndeveloped a new technique for estimating the maximumrnhorizontal S_H,and minimum horizontal S_h stress magnitudesrnusing multi-frequency inversion of wideband cross-dipolerndispersions. At the mid-point of sand A, we estimate thernoverburden stress S_V= -2278 psi; the maximum horizontalrnstress S_H= -1843; and minimum horizontal stress S_h= -1698.rnThe fast shear direction is NW5 in this depth interval. Radialrnprofiling of formation shear velocity indicates varying degreesrnof mechanical alteration extending from one to two boreholerndiameters in the entire depth.rnA second clean sand interval B, 300 ft above sand A, showsrndipole shear anisotropy on the order of 10%. However, crossdipolerndispersions appear to merge together at highrnfrequencies instead of showing a cross-over. Radial profilingrnof shear velocity in the two orthogonal directions confirmsrnmechanical damage extending to about 2x the boreholerndiameter. The near-wellbore region in this interval appears tornhave deformed (material creep) in an attempt to reduce shearrnstresses and attain hydrostatic equilibrium. Using the samernstress sensitivity coefficients as estimated in the lower sand A,rnthe differential stress (S_H - S_h) is estimated to be about 20%rnlarger in the upper interval, than the corresponding value inrnthe lower interval.rnThe fast-shear direction varies abruptly across the angularrnunconformity, changing from NW5 to NW75. Below thernunconformity, this section exhibits beds with dips rangingrnfrom 10° to 30°. Cross-dipole dispersions show significantrnanisotropy and are non-intersecting at higher frequencies.rnNon-intersecting dispersions indicate bedding-inducedrnanisotropy dominating the cross-dipole data. We haverninverted borehole sonic velocities for four combinations of thernTI-shale anisotropy, which can be combined with walk awayrnVSPs to obtain all the shale anisotropy constants. Thesernconstants are needed in generating synthetic AVO gathers inrnanisotropic shale formations. Quantitative estimates of thernradial extent of near-wellbore damage in this well suggest thatrnperforations should penetrate deeper than twice the boreholerndiameter to avoid potential permeability impairment caused byrnnear-wellbore mechanical damage.
机译:为了帮助设计印尼发展井的完井,我们在大约500英尺的深度范围内进行了跨偶极子色散分析。色散分析提供了对地层径向损伤程度的估计以及应力和层理诱发的各向异性的指标。垂直井的这些剖面大多数表现出砂岩和页岩岩性,剪切慢度的各向异性为5%至10%。在井深部分的角度不整合面上方,干净的砂岩层段(A砂)显示出交叉偶极色散交叉的迹象。交叉偶极色散是声波数据主导的应力诱发各向异性的指标。我们已经开发出了一种新技术,该技术可以利用宽带交叉谱散的多频反演来估计最大水平S_H和最小水平S_h应力幅值。在砂A的中点,我们估算了覆土应力S_V = -2278 psi;最大水平应力S_H = -1843;最小水平应力S_h = -1698.rn在该深度区间内,快速剪切方向为NW5。地层剪切速度的径向剖面表明在整个深度上从一到两个钻孔直径变化的机械度变化。第二个干净的砂层B在砂A上方300英尺处,表现出偶极子剪切各向异性,约为10%。但是,交叉地域分散似乎以高频率合并在一起,而不是显示出交叉。在两个正交方向上的径向轮廓切变速度证实了机械损伤扩大到钻孔直径的2倍。为了减小切应力并达到静水平衡,在此间隔内的近井眼区域似乎已经变形(物质蠕变)。使用与下部砂层A中估计的相同的应力敏感性系数,在上部区间中的差异应力(S_H-S_h)估计比下部区间中的相应值大20%左右.rn快速剪切方向在整个区间内突然变化角度不符合,从NW5更改为NW75。在不整合面以下,该部分的床倾角范围为10°至30°。交叉偶极子色散表现出显着的各向异性,并且在更高的频率下不相交。rn非相交色散表明,层间感应的各向异性是主导交叉偶极子数据的。我们已经将四个TITI-页岩各向异性组合的井眼声速进行了反演,可以将其与走开式VSPs组合以获得所有页岩各向异性常数。在生成合成AVO道的各向异性各向同性页岩地层时需要这些常数。对该井的近井眼损伤的径向范围的定量估计表明,射孔的穿透深度应大于钻孔直径的两倍,以避免由于近井眼机械损伤而引起的潜在渗透率损害。

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