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Critical parameters of horizontal well influenced by semi-permeable barrier in bottom water reservoir 被引量:6
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作者 乐平 杜志敏 +2 位作者 陈小凡 朱苏阳 贾虎 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第4期1448-1455,共8页
It is well-known that barriers have a significant impact on the production performance of horizontal wells developed in a bottom water drive reservoir. In most cases, reservoir barriers are semi-permeable. Based on pr... It is well-known that barriers have a significant impact on the production performance of horizontal wells developed in a bottom water drive reservoir. In most cases, reservoir barriers are semi-permeable. Based on previous research on impermeable reservoir barrier, a mathematical flow model was derived for a horizontal well of a bottom water drive reservoir with a semi-permeable barrier. Besides, analytical equations were also presented to calculate critical parameters, such as production rate,pressure and potential difference. The effects of barrier, well and reservoir parameters on our model results were further investigated.The results show that the larger the barrier size is or the higher the barrier location is, the higher the critical production rate and potential difference of a horizontal well are. When the barrier permeability equals the formation permeability or the barrier width equals zero, the critical production rates converge to the values same to that of the case with no barrier. When the barrier permeability equals zero, the problem is regarded as a case of impermeable barrier. This model can be applied to predicting horizontal wells' critical production parameters in reservoirs with semi-permeable barriers. 展开更多
关键词 horizontal well bottom water reservoir semi-permeable barrier critical rate cresting
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Water Profile over an Ogee-Shaped Crest and the Reynolds Fractional Equations
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作者 Jose Roberto Mercado Pedro Guido Aldana Waldo Ojeda Bustamante Jorge Sanchez-Sesma 《Journal of Mathematics and System Science》 2013年第3期139-145,共7页
Weir crest must have the correct shape in the concave side of an ogee-shaped crest to diminish erosion. This shape can be obtained using an approximation of the fractional Reynolds equations when the water interacts w... Weir crest must have the correct shape in the concave side of an ogee-shaped crest to diminish erosion. This shape can be obtained using an approximation of the fractional Reynolds equations when the water interacts with the surface. A model is introduced for the Reynolds stresses complemented with a closure relation of fractional origin. A power type solution is obtained for the main velocity and stress. Velocity profile is found based on the assumption of a steady flow and the energy conservation equation. A Froude number and the cubic equation of the weir are built. The dimensionless upstream velocity head is also determined which allow graphically showing the exponent and coefficient of the water-profile over an ogee-shaped crest. It is possible to estimate the occupied-space index trough an exponents' ratio of profile over the velocity head. 展开更多
关键词 Crest cornice-shaped Reynolds fractional equations water profile over crest.
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