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Residual land subsidence over depleted gas fields in the Northern Adriatic basin

机译:亚得里亚海北部盆地天然气田剩余的地面沉降

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An original nonlinear three-dimensional finiteelement model is developed to predict the residual landsubsidence adjacent to depleted gas fields, as a delayed responsefrom an active aquifer which my keep on compacting for a longtime after the field abandonment. The pore pressure recoverywithin the reservoir and the depletion of the lateral/bottomaquifer are simulated by a subsurface flow model coupled withthe equation of state of the residual gas repressurized by theground water which floods the field. The resulting pore pressuredistribution is used as input data in a poro-elastic structuralmodel of land subsidence. The modeling approach is nonlinearbecause of both the dynamic coupling between the flux from theaquifer and the reservoir gas pressure response, and thedependence of the porous medium elastic properties on the ef-fective intergranular stress and the loading/unloading conditions.The model is applied to the 3,000 m deep gas reservoir of Dossodegli Angeli, one of the major fields in the Northern Adriaticsedimentary basin, made of three major gas pools. Representativebasin-scale mechanical parameters have been obtained fromlaboratory triaxial and oedometric tests, density logs, and recentmeasurements of in situ compaction by the use of radioactivemarkers. In 1992, at the end of 21 year production life themaximum pore pressure drawdown in the depleted poolsapproached 300 kglcm~2. The largest land settlement from themodeling simulation turns out to be 31 cm, in good agreementwith the available leveling records. Numerical predictionssuggest that a residual land sinking of about 10 cm is yet to beexpected in 2042, i.e., 50 years after the field abandonment, closeto the areas of Porto Garibaldi and Casal Borsetti a fewkilometers south and north of the field, respectively, namelybetween two and three times the subsidence experienced by thoseareas during the field development. Gas pressure recovery in2042 ranges from 50 to 130 km/cm~2 according to gas pool, andwith the cone of depression still expanding toward the far outerboundary of the adjacent aquifer.
机译:建立了一个原始的非线性三维有限元模型,以预测枯竭气田附近的残余地面沉降,以此作为主动含水层的延迟响应,在该场弃井后,我将继续长时间压实。通过地下流动模型,结合淹没油田的地下水再加压的残余气体的状态方程,模拟了储层内的孔隙压力恢复和侧向/底部蓄水层的枯竭。所得的孔隙压力分布在地面沉降的孔隙弹性结构模型中用作输入数据。该建模方法是非线性的,因为来自含水层的通量与储层气压响应之间的动态耦合,以及多孔介质弹性特性对有效晶间应力和加载/卸载条件的依赖性。 Dossodegli Angeli深层3,000 m的气藏是北阿德里格斯沉积盆地的主要气田之一,由三个主要气藏组成。代表性的盆地尺度力学参数已通过实验室三轴和测压测试,密度测井以及最近使用放射性标记物进行的现场压实测量获得。 1992年,在21年生产寿命结束时,枯竭池中的最大孔隙水压下降了300 kglcm〜2。建模模拟得出的最大土地沉降为31厘米,与可用的水平测量记录高度吻合。数值预测表明,到2042年,即油田弃置后50年,仍将有大约10厘米的残余土地下沉,该区域靠近波尔图加里波第(Porto Garibaldi)和卡萨尔·波塞蒂(Casal Borsetti)地区,分别位于该油田以南和北部几公里处,即两个和两个之间。这些区域在田间开发过程中所经历的沉降量的三倍。根据气藏的不同,2042中的气压恢复范围为50至130 km / cm〜2,且凹陷锥仍向着相邻含水层的远界扩展。

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