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Stimulation experiment of horizontal wells filled with permeable and water-blocking gravel in deepsea bottom-water gas reservoirs

机译:深水底水储层渗漏水平井润泽试验

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In order to find an economic and effective water control method for horizontal wells in deep sea bottom-water gas reservoirs, we prepared modified coated gravel. Based on this, wear resistance, temperature resistance and water plugging capacity (WPC) tests were carried out on the coated gravel. Then, experiments were carried out using the 3D simulation device for the development of large-scale bottom-water gas reservoirs to compare the development effects of horizontal wells packed with conventional gravel and coated gravel in deepsea bottom-water gas reservoirs. And the following research results were obtained. First, the upper limit of temperature resistance of the gravel coating is 240?°C and the gravel packing speed can reach 4.48?m/s, which is 8 times the average flow velocity of gravel packing in actual open hole sections. Second, as the permeability of the coated gravel packing layer increases, its WPC gets weak. When the permeability is lower than 1500 mD and the displacement pressure difference is lower than 0.6?MPa, the WPC of the coated gravel packing layer is between 0.17 and 0.68. Third, the coated gravel layer functions as gas permeability and water plugging, so the horizontal well technology with coated gravel packing can reduce the flow capacity of water phase breaking into the dominant flow passage, so as to delay the rise of water production of gas well and prolong the gas production time. In this way, the gas recovery factor of bottom-water gas reservoir can be increased effectively. In conclusion, this technology has the function of spontaneous selective water plugging, i.e., “water plugging in case of water and gas permeability in case of gas”, and its technical and economic advantages are remarkable, which can provide a new idea for the water-control development of deepsea bottom-water gas reservoirs.
机译:为了寻找深海底水储层水平井的经济有效的水控制方法,我们制备了改良涂层砾石。基于此,在涂层砾石上进行耐磨,耐温性和水堵漏能力(WPC)测试。然后,使用3D模拟装置进行实验,用于开发大规模的底水储层,比较水平孔与Deadsea底水储层中的常规砾石和涂层砾石填充的水平孔的发展效果。并获得以下研究结果。首先,砾石涂层的耐温性上限为240Ω°C,砾石填料速度可以达到4.48μm/ s,这是实际开孔部分中砾石填料的平均流速的8倍。其次,随着涂层砾石填料层的渗透率增加,其WPC变弱。当渗透率低于1500 md并且位移压力差低于0.6μm≤mpa时,涂覆的砾石填料层的WPC为0.17和0.68。第三,涂层砾石层用作透气性和水堵漏,因此涂层砾石填料的水平井技术可以降低水相的流量破碎到显性流动通道,从而延缓水的升高升水并延长天然气生产时间。以这种方式,可以有效地增加底水储层的气体回收因子。总之,该技术具有自发选择性水堵孔的功能,即“在气体的水和透气性的情况下”水堵塞“,其技术和经济优势是显着的,这可以为水提供新的想法 - Deadsea底水储层的发展。

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