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Numerical Simulation of Water and Sand Blowout When Drilling through Shallow Water Flow Sediments during Deepwater Drilling

机译:深水钻井浅水流动沉积物钻探水和沙漏的数值模拟

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A geological model of typical shallow water flow (SWF) sediment in deepwater basins is constructed based on its basic characteristics, and a reservoir simulation model is then established that incorporates two-phase flow as the basis for the simulation of water and sand blowout process during penetrating SWF formations. The model assumes that sands can start flowing along with water at a critical pressure difference when drilling through SWF formations. The cumulative water and sand blowout as SWF formations are penetrated are calculated and the influencing factors, such as SWF zone size, overpressure factor of SWF formations and penetration rate, are incorporated into the model to quantitatively analyze their impacts on the water and sand blowout from SWF zones. The data are useful for the assessment of the severity of SWF hazards. The results show that the cumulative water blowout and sand blowout will be as high as 100m3 and 1m3, respectively, when a typical SWF sediment is totally penetrated. SWF formation overpressure factor has a remarkable effect on SWF blowout, while SWF zone size has more moderate effects. However, the effects of SWF sediment size are expected to become increasingly significant as time proceeds. 10% increase of overpressure factor of SWF formation will result in around 90% increase of cumulative water blowout and 150% increase of cumulative sand blowout after the SWF zone is totally penetrated, while 10% increase of SWF zone size will lead to about 20% elevation of cumulative water blowout and 25% ascending of cumulative sand blowout. The water and sand blowout can be effectively reduced while increasing the penetration rate, which indicates that elevating the penetration rate can be a useful measure for the control of SWF hazards during deepwater drilling operations.
机译:基于其基础特性构建了深水盆地典型浅水流量(SWF)沉积物的地质模型,然后建立了储层模拟模型,该模型将两相流作为水和沙漏过程中的模拟依据穿透SWF的形成。该模型假设在钻孔通过SWF地层时,砂体可以在临界压力差的情况下开始流动。计算累积水和沙子井喷作为渗透,并计算出影响因素,如SWF区尺寸,超压度的SWF地层和渗透率,渗透率和渗透率,归纳在模型中,以定量分析它们对水的影响和沙子井喷的影响SWF区。数据对于评估SWF危险的严重程度是有用的。结果表明,当典型的SWF沉积物完全穿透时,累积水井喷和沙漏分别将高达100M3和1M3。 SWF形成超压因素对SWF井喷的显着影响,而SWF区尺寸具有更温和的效果。然而,随着时间的继续,SWF沉积物大小的影响将变得越来越重要。 SWF形成的超压因素增加10%将导致累积水井喷的增长约90%,并且在SWF区完全渗透后累积砂喷出的增加150%,而SWF区尺寸的10%将导致约20%累积水井喷的升高和累计沙子井喷的25%上升。可以有效地减少水和沙子井喷,同时增加穿透速率,这表明升高渗透率可以是对深水钻井操作期间控制SWF危险的有用措施。

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