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3D architecture of the Aquistore reservoir: Implications for CO2 flow and storage capacity
International Journal of Greenhouse Gas Control ( IF 3.9 ) Pub Date : 2018-02-25 , DOI: 10.1016/j.ijggc.2018.02.009
D.J. White

Quantitative assessment of the Aquistore CO2 storage reservoir has been conducted using a 30 km2 3D seismic volume and a suite of well logs. 3D porosity was calculated using acoustic impedance from model-based seismic inversion and a log-based porosity-impedance relation. The reservoir has a mean thickness of 219 m ±ơ = 3% comprising 51% of pay. Strata dip at ∼1.75% SSE and include a prominent SSE-NNW structural fabric dominated by a ridge that corresponds to a Precambrian basement fault and overlying flexure. Porosity maps for Black Island and Deadwood reservoir zones show mean interval porosities of 0.071 ± ơ = 18% and 0.075 ± ơ = 9%, respectively with a weak degree of directionality that is sub-parallel to the strong NNW-SSE structural trends. Lateral spread of injected CO2 will be strongly affected by the NNW-trending structural relief and bulk porosity/permeability trends. Local topographic channels may control CO2 flow particularly when injection rates are low and local closed topographic structures may constitute traps for CO2. CO2 static capacity estimates from well-based mean values are less than comparable seismic-based estimates by <15% due to porosity differences and <5% due to thickness differences. Variations in the Deadwood thickness of up to 25 m from the mean value would have resulted in capacity estimate differences of up to 25% if an alternate well location had been chosen.



中文翻译:

Aquistore储层的3D架构:对CO 2流量和存储容量的影响

已使用30 km 2 3D地震体积和一套测井仪对Aquistore CO 2储层进行了定量评估。使用基于模型的地震反演和基于对数的孔隙度-阻抗关系的声阻抗来计算3D孔隙度。所述贮存器具有219米±O = 3%的平均厚度,其包括51%的报酬。地层倾角约为SSE的1.75%,包括一个突出的SSE-NNW结构织物,该结构织物由与前寒武纪基底断层和上覆弯曲相对应的山脊为主。黑岛和沉木储层的孔隙度图分别显示平均层间孔隙度为0.071±ơ= 18%和0.075±ơ= 9%,方向性较弱,与强NNW-SSE结构趋势不相平行。NNW趋势结构起伏和整体孔隙率/渗透率趋势将严重影响注入的CO 2的横向扩散。局部地形通道可以控制CO 2流量,尤其是在注入速率较低且局部封闭的地形结构可能构成CO 2捕集阱的情况下。一氧化碳2由于孔隙率差异,基于井的平均值得出的静态容量估计值比基于地震的估计值要低<15%,而由于厚度差异则要小于<5%。如果选择了备用井位,则沉渣厚度与平均值之间的差异最大为25 m,这将导致产能估计差异最大为25%。

更新日期:2018-02-25
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