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陆相断陷湖盆陡坡带发育各种成围的砂砾岩扇体,其储集性能具有极强的非均质性,已成为高成熟勘探区重要的勘探目标,钻前对有利沉积相带的预测以及钻后对储集性能的分析,已成为提高勘探开发效益的关键.针对胜利油田济阳坳陷陡坡带发育的各种成围的砂砾岩扇体,综合应用测井相、多种测井咱应交会法、储层参数的测井定量解释、含油渗透层的测井判识等多种技术和方法,有效地对砂砾岩扇体的成围类型和储层岩性进行了判识,建立了孔隙度、渗透卑等储层参数解释的理论模型并进行了定量解释,划分了有效渗透层,取得了明显的勘探开发效果.这些新技术的综合运用为其他类似地区砂砾岩扇体的勘探与开发提供了技术支持. 相似文献
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A new optimization based adaptive control strategy for simulated moving beds (SMBs) is proposed. A linearized reduced order model, which accounts for the periodic nature of the SMB process, is used for online optimization and control. The manipulated variables are the four inlet flow rates, the outputs are the raffinate and extract concentrations. Concentration measurements at the raffinate and extract outlets are used as the feedback information. The state estimate from the periodic Kalman filter is used for the prediction of the outlet concentrations over a chosen horizon. Predicted outlet concentrations are the basis for the calculation of the optimal input adjustments, which maximize the productivity and minimize the desorbent consumption subject to constraints on product purities. The realization of this concept is discussed and the implementation on a virtual eight column SMB platform is assessed, in the case of binary linear systems. For a whole series of typical plant disturbances it is shown that the proposed approach is effective in minimizing off-spec products and in achieving optimal SMB operation, also in the case where there are significant model uncertainties. 相似文献
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复杂气固两相系统的微观结构 总被引:2,自引:0,他引:2
流化床中的气固两相流动是一个高度复杂的非线性混沌系统。本文利用激光粒子动态分析仪(PDA)得到的循环流化床中颗粒脉动速度信号,采用FFT分析了脉动信号的宽频谱特征,在此基础上应用小波法分析了脉动信号的动态特征,得到了颗粒脉动速度的微观结构,指出颗粒脉动速度的非线性特性是流化床具有混沌特性的根源,且在不同的尺度上颗粒脉动速度表现出各向异性的特征。 相似文献
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《Particuology》2014
Fluidized beds with multiple jets have widespread industrial applications. The objective of this paper is to investigate the jet interactions and hydrodynamics of a fluidized bed with multiple jets. Discrete element modeling coupled with in-house CFD code GenIDLEST has been used to simulate a bed with nine jets. The results are compared with published experiments. Mono dispersed particles of size 550 μm are used with 1.4 times the minimum fluidization velocity of the particles. Both two and three dimensional computations have been performed. To the best of our knowledge, the results presented in this paper are the first full 3D simulations of a fluidized bed performed with multiple jets. Discrepancies between the experiment and simulations are discussed in the context of the dimensionality of the simulations. The 2D solid fraction profile compares well with the experiment close to the distributor plate. At higher heights, the 2D simulation over-predicts the solid fraction profiles near the walls. The 3D simulation on the other hand is better able to capture the solid fraction profile higher up in the bed compared to that near the distributor plate. Similarly, the normalized particle velocities and the particle fluxes compare well with the experiment closer to the distributor plate for the 2D simulation and the freeboard for the 3D simulation, respectively. A lower expanded bed height is predicted in the 2D simulation compared to the 3D simulation and the experiment. The results obtained from DEM computations show that a 2D simulation can be used to capture essential jetting trends near the distributor plate regions, whereas a full scale 3D simulation is needed to capture the bubbles near the freeboard regions. These serve as validations for the experiment and help us understand the complex jet interaction and solid circulation patterns in a multiple jet fluidized bed system. 相似文献
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运用WKBJ型摄动逼近法,对环境流同沙纹海底共振产生的自由表面水波的非线性效应进行了研究。沙纹海底由缓变平均水深部分和快变海底部分叠加构成。根据对快变海底波长的不同选取,可以相应地激发环境流同非平整海底的同步共振、超谐波共振和次谐波共振,由此产生自由表面波运动。对次谐波共振进行了详细考察。对于定常流自治动力系统,对可能出现的非线性各种稳态及其稳定性进行了探讨。假如环境流具有一个小振动分量,动力系统成为非自治的,则将发生混沌现象。 相似文献
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盆地红层嵌岩桩荷载传递性状试验研究 总被引:2,自引:0,他引:2
湘浏盆地内广泛分布着内陆湖相沉积的白垩系至第三系红层软岩,具有成岩差、易风化崩解等特性,其嵌岩桩的实际工作性状与《建筑桩基技术规范》(JGJ94-94)规定不尽相同。为研究红层嵌岩桩的承载性能、桩身轴力传递规律、桩侧阻力和端阻力的发挥性状,对4根人工挖孔灌注桩进行了单桩静力载荷试验,分别采用滑动测微计和应变计来测试桩身轴力的变化。结果表明,红层嵌岩桩表现为端承摩擦桩特性,Q-s曲线呈缓变型;桩身轴力传递规律和桩侧阻力的发挥与覆盖层厚度、桩长、桩周土性质密切相关;由于红层具有较强的结构性,发挥极限侧阻所需位移仅为2~6mm,测试得到的极限侧阻力远高于规范值,表现出强化效应,使得红层嵌岩桩具有相当大的承载能力,但端阻力和侧阻力并非同步发挥。设计时应采用承载力和变形控制,参数取值应符合桩的荷载传递规律。 相似文献