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Geothermal well design using the new 2015 New Zealand Standard and 1991 Standard: A case of MW-20A in Menengai, Nakuru County, Kenya

机译:地热井设计使用新的2015新西兰标准和1991年标准:肯尼亚纳库鲁县梅奈伊MW-20A的案例

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The design of geothermal wells is an important task in well construction, as this allows the effective conveyance of geothermal fluids from deep depths to the surface for utilization. The New Zealand design code NZS 2403:1991 has been used for the last two decades to design geothermal wells, but in 2015 it was replaced by a new design code NZS 2403:2015. This report presents the design of a geothermal well using the two design codes for comparison purposes. The well was designed using exact reservoir conditions in Menengai geothermal field in Kenya, using MW-20A as a reference well. After determining the reservoir pressure, the minimum casing depth for the different casing strings was determined from the codes. In addition, the design premises were established and it was found that the worst case for design was when the well was considered to be filled with steam from bottom to surface. Design calculations were carried out given this condition using the two codes and the best casing strings were determined. The design computations showed that a 20" 94 lb/ft casing, 13 3/8" 54.5 lb/ft casing and 9 5/8" 47 lb/ft casing were adequate to be run in hole for surface, anchor and production strings respectively. Further calculations showed that the weight of the production casing could be reduced to 36 lb/ft and still be within the minimum design factors, but to account for corrosion during the life of the well, the 47 lb/ft production casing was selected. Due to high stresses when the production casing rises into the wellhead, the weight of the upper two joints of the anchor casing string was changed to 72 lb/ft from 54.5 lb/ft. Several design considerations have changed between the codes that include the following: The 2015 code gave deep minimum casing depths compared to the 1991 code. Temperature reduction factors for yield were reduced in the 2015 code when checked against the 1991 code. Minimum design factors for thermal expansion of anchor casing into wellhead and compressive stress in liners were reduced to 1.4 and 1.0 in the 2015 code from 1.5 and 1.2 in the 1991 code, respectively. The 2015 code considers fracture pressure for maximum pressure boundary while determining minimum casing depth while the 1991 code considers the overburden. The 1991 code does not allow the thermal expansion of the casing to exceed minimum yield, while the 2015 code acknowledges the use of strain based design in such cases. It is recommended that to avoid the introduction of tensional stresses into the well, cold fluids should not be pumped into a hot well.
机译:地热井的设计是井结构中的重要任务,因为这允许这允许从深度深度到表面进行利用的深度深度的有效运输。新西兰设计代码NZS 2403:1991已被使用过去二十年来设计地热井,但2015年,它被新的设计代码NZS 2403:2015所取代。本报告使用两种设计代码显示地热井的设计,以进行比较目的。井在肯尼亚梅恩达地热场的精确水库条件设计,使用MW-20A作为参考良好。在确定储层压力之后,从码确定不同套管串的最小壳体深度。此外,建立了设计场所,发现设计最糟糕的情况是当井被认为是从底部到表面的蒸汽充满蒸汽。使用两种代码进行这种情况进行设计计算,并且确定了最佳的壳体串。设计计算显示,20“94LB / FT壳体,13 3/8”54.5 LB / FT壳体和9 5/8“47LB / FT壳体分别用于表面,锚固和生产串的孔。 。进一步的计算表明,生产壳体的重量可以减少到36磅/英尺,仍然在最小的设计因子内,但要考虑在井的寿命期间的腐蚀,选择了47磅/英尺的生产套管。由于高应力当生产壳体上升到井口中时,锚壳串的上两个接头的重量从54.5磅/英尺改变为72磅/英尺。在包含以下内容的代码之间发生了几种设计考虑因素:2015年代码与1991年代码相比,将最小的套管深度增长了深入的最小套管深度。在对1991年守则检查时,2015年代码中的降温因子减少了2015年代码。锚固套管热膨胀到林井口和压缩应力的最小设计因素分别在1991年守则中的1.5和1.2中减少到2015年码中的1.4和1.0。 2015年代码考虑了最大压力边界的裂缝压力,同时确定最小套管深度,而1991年代码考虑过载。 1991年的代码不允许壳体的热膨胀超过最低产量,而2015码确认在这种情况下使用基于应变的设计。建议避免引入张力进入井中的张力,冷流体不应泵入热良好。

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