无因次等孔隙体积配产配注方法研究与应用     

黄小会 《海洋地质译丛》2012,(2):71-74

为了改善注水开发效果差的情况,对无因次等孔隙体积配产配注理论改善注水开发效果的方法进行了研究。针对高30断块油藏,分别使用无因次等孔隙体积法和传统的kh值计算其合理配产配注量,接着采用油藏数值模拟进行了无因次等孔隙体积配产配注法和传统的kh法在该断块油藏注水开发的对比预测。结果表明,相比kh法,无因次等孔隙体积法使油田有效开发时间延长27年,采出程度由22．46％提高到27．94％,提高5．48％,增产原油19．88×10^4t。所以采用无因次等孔隙体积配产配注法比传统kh配产配注法更加符合油藏实际,使有效开发年限更长,最终水驱采收率更高。该方法可以为同类注水开发油藏的合理配产配注提供参考。  相似文献   

An extension of the Green-Ampt model to decreasing flooding depth conditions,with efficient dimensionless parametric solution     

Daniel Barrera 《水文科学杂志》2013,58(5):824-833

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砂质海滩地形动力分类研究进展     

于吉涛  陈子燊 《热带地理》2011,31(1):107-112

海滩状态是一个地形与水动力相互作用的三维地形动力问题.国外对海滩状态的地形动力分类已开展了大量卓有成效的研究工作,既包括波控、小潮、开阔海岸海滩状态的研究,也包括波控、不同潮差海岸海滩类型的研究和岬间海岸海滩类型的研究.文中回顾并概括了自20世纪70年代至今国外在砂质海滩地形动力分类方面代表性的研究工作,这些对于我国的...  相似文献   

圆弧形沉积谷地在平面SV波入射下地震响应的有限元分析          下载免费PDF全文

蔡曼琳  丁海平  于彦彦 《世界地震工程》2022,38(1):229-240

详细介绍了求解复杂地形在地震波作用下无量纲频率动力响应的有限元方法,并通过与解析解的比较,验证了本文方法的可行性.同时采用本文的方法,计算了圆弧形沉积谷地在平面SV波入射下的地震响应,分析了沉积谷地厚度、地震波入射角度和频率等因素的影响,结果表明:(1)沉积谷地上方的放大系数明显比两侧的大,两侧的放大系数受沉积谷地的影...  相似文献   

关于风浪预报公式和风区宽度的注记     

杨日石 《海洋学研究》2000,18(3):1-6

从定常波的风浪波高随风距成长的预报公式出发 ,在一定条件下 ,导出各波向上风浪波高分量与该波向上的风距之间的关系 ,以便在不规则风区上推算风浪波高和平均波向 ;同时 ,对风区宽度作了定量化的分析。  相似文献   

Adjustment of Wind Waves to Sudden Changes of Wind Speed   总被引：1，自引：0，他引：1  

Takuji Waseda  Yoshiaki Toba  Marshall P. Tulin 《Journal of Oceanography》2001,57(5):519-533

An experiment was conducted in a small wind-wave facility at the Ocean Engineering Laboratory, California, to address the following question: when the wind speed changes rapidly, how quickly and in what manner do the short wind waves respond? To answer this question we have produced a very rapid change in wind speed between U _low (4.6 m s^?1) and U _high (7.1 m s^?1). Water surface elevation and air turbulence were monitored up to a fetch of 5.5 m. The cycle of increasing and decreasing wind speed was repeated 20 times to assure statistical accuracy in the measurement by taking an ensemble mean. In this way, we were able to study in detail the processes by which the young laboratory wind waves adjust to wind speed perturbations. We found that the wind-wave response occurs over two time scales determined by local equilibrium adjustment and fetch adjustment, Δt ₁/T = O(10) and Δt ₂/T = O(100), respectively, in the current tank. The steady state is characterized by a constant non-dimensional wave height (H/gT ² or equivalently, the wave steepness for linear gravity waves) depending on wind speed. This equilibrium state was found in our non-steady experiments to apply at all fetches, even during the long transition to steady state, but only after a short initial relaxation Δt ₁/T of O(10) following a sudden change in wind speed. The complete transition to the new steady state takes much longer, Δt ₂/T of O(100) at the largest fetch, during which time energy propagates over the entire fetch along the rays (dx/dt = c _g) and grows under the influence of wind pumping. At the same time, frequency downshifts. Although the current study is limited in scale variations, we believe that the suggestion that the two adjustment time scales are related to local equilibrium adjustment and fetch adjustment is also applicable to the ocean.  相似文献   

Comparison of Ocean Surface Wind Stress Computed with Different Parameterization Functions of the Drag Coefficient     

Paul A. Hwang 《Journal of Oceanography》2005,61(1):91-107

Depending on the choice of reference wind speed, the quantitative and qualitative properties of the drag coefficient may vary. On the ocean surface, surface waves are the physical roughness at the air-sea interface, and they play an important role in controlling the air-sea exchange processes. The degree of dynamic influence of surface waves scales with wavelength. Drag coefficient computed with the reference wind speed at an elevation proportional to the wavelength (for example, U _λ/2) is fundamentally different from the drag coefficient computed with the wind speed at fixed 10 m elevation (U ₁₀). A comparison has been carried out to quantify the difference in wind stress computation using several different parameterization functions of the drag coefficient. The result indicates that the wind stress computed from U ₁₀ input using a drag coefficient referenced to U _λ/2 is more accurate than that computed with drag coefficient functions referenced to U ₁₀.  相似文献   

Influence of wavelength on the parameterization of drag coefficient and surface roughness     

Paul A. Hwang 《Journal of Oceanography》2004,60(5):835-841

Surface waves are the roughness element of the ocean surface, the air-sea interaction processes are influenced by the wave conditions. The dynamic influence of surface waves decays exponentially with distance from the air-water interface. The relevant length scale characterizing the decay rate is the wavelength. The parameterization of drag coefficient and surface roughness can be significantly improved by using wavelength as the reference length scale of atmospheric measurements. The wavelength scaling of drag coefficient and dynamic roughness also receives support from theoretical studies of wind and wave coupling.  相似文献   

VTI介质中的地层弹性参数反演     

杜丽英  杜丽娟  彭苏萍  王永丰 《世界地质》2001,20(4):396-401,416

在VTI介质中，用非双曲线可以很好地近似P－P波中长排列情况下的旅行时；而对P－SV波来说，应用非双曲线却不能很好地近似P－SV波的施行时。对P－P波、P－SV波的旅行时进行三项泰勒展开时，它们的系数却包含了地震波的各向异性信息及其垂直速度信息，这为地震波的弹性参数反演提供了基础。实验分析表明，在中等排列长度下可以精确地得到了P－P波，P－SV波旅行时的三项泰勒展式系数，从而可以精确地进行地层弹性参数反演。  相似文献   

Dip angle determination of fault planes from gravity data     

E. M. Abdelrahman  A. I. Bayoumi  H. M. El-Araby 《Pure and Applied Geophysics》1989,130(4):735-742

This paper illustrates an approach for determining uniquely the dip angle of a faulted structure, approximated by two semi-infinite horizontal slabs, displaced vertically from each other, by making use of the maximum positive and the maximum negative gravity amplitudes. The method is simple and rapid, and it does not necessarily require computing facilities.Two field examples from Aberdeenshire, Scotland and from the Northern Eastern Desert of Egypt are presented in which the angles of dip of two geological contacts are estimated at 45 and 40 degrees, respectively, and verified from surface geology, gravity modeling, and seismic data.  相似文献