某高速公路古滑坡稳定性评价及治理研究

某高速公路路线通过古滑坡前缘,工程建设需要对滑坡前缘进行开挖可能导致滑坡复活.在现场调查分析的基础上,采用极限平衡理论和变形理论对滑坡在各工况条件下的稳定性状况、应力环境和变形特征进行研究,认为滑坡在前缘开挖和运行期暴雨状态下可能产生复活.在此基础上提出了双排抗滑桩的治理设计方案,并基于变形理论的稳定性评价方法对该方案的治理效果进行了研究,结果表明该方案能有效地改善坡体应力条件并控制坡体整体变形.     

基于MSC MARC的三维构造应力场数值模拟与裂缝预测——以宝浪油田宝北区块为例

MSC MARC的高度非线性有限元分析能力与强大的二次开发接口为复杂三维地质数值模型的建立与三维构造应力模拟与非线性分析提供了有力工具; 并可以通过二次开放子程序建立复杂的岩石本构与破裂准则。本文基于MSC MARC建立了新疆焉耆盆地宝浪油田宝北区块背斜构造三维有限元模型并进行了构造应力模拟分析和裂缝预测。裂缝预测结果与实际动态资料十分吻合。      

新疆可持续协调发展动态分析与评价

作为“资源大区”的新疆,在中国经济发展中具有重要的资源战略地位、生态安全地位和沿边开放地位。实施可持续发展战略,走可持续发展之路,是新疆区域发展的必然要求。在构建区域可持续发展指标体系的基础上,依据1980-2003年的统计数据,采用组合评价法研究新疆可持续协调发展及其动态变化,并得出一些主要结论和启示。     

The phase difference effects on 3-D structure of wave pressure acting on a composite breakwater

In designing the coastal structures, the accurate estimation of the wave forces on them is of great importance. In this paper, the influences of the phase difference on wave pressure acting on a composite breakwater installed in the three-dimensional (3-D) wave field are studied numerically. We extend the earlier model [Hur, D.S., Mizutani, N., 2003. Coastal Engineering 47, 329–345] to simulate 3-D wave fields by introducing 3-D Navier–Stokes solver with the Smagorinsky's sub-grid scale (SGS) model. For the validation of the model, the wave field around a 3-D asymmetrical structure installed on a submerged breakwater, in which the complex wave deformations generate, is simulated, and the numerical solutions are compared to the experimental data reported by Hur, Mizutani, Kim [2004. Coastal Engineering (51, 407–420)]. The model is then adopted to investigate 3-D characteristics of wave pressure and force on a caisson of composite breakwater, and the numerical solutions were discussed with respect to the phase difference between harbor and seaward sides induced by the transmitted wave through the rubble mound or the diffraction. The numerical results reveal that wave forces acting on the composite breakwater are significantly different at each cross-section under influence of wave diffraction that is important parameter on 3-D wave interaction with coastal structures.     

综合多信息进行地震约束储层随机建模——以准噶尔盆地庄1井区J1S2^2砂组为例

针对地震约束储层随机建模中地震反演波阻抗数据体与岩相概率关系差的问题,提出综合多信息、逐级约束、多级建模的思路方法。首先以地震反演数据体约束建立地球物理特征曲线随机参数场,再以每一个地球物理特征曲线参数场为约束建立相模型,最后以优选的相模型和地球物理特征曲线参数场为约束进行储层参数建模。该方法在井距较大的开发前期评价阶段具有较好的应用效果。     

The tidal flushing of multiple-loop animal burrows

Tidal flushing of animal burrows in mangrove swamps provides an effective and important mechanism for transport of salt and other soluble substances. The burrows have complex morphologies consisting of multiple loops. Using established computational modelling techniques, burrow geometries were simulated from characteristic burrow dimensions and the effect of multiple loops on flushing is studied. The computational models show that flushing is enhanced in multiple-loop burrows as upper loops can be completely evacuated, increasing the volume of burrow water removed. The models indicate that there may be a depth limit to which flushing occurs in complex burrow structures. Periscope loops extend further than one characteristic loop depth and are shown to affect the flushing of burrows if the surface-water plume penetrates to their lower depth. Periscope loops with surface openings on the downstream side of the burrow, relative to the tidal inundation, most frequently experience this condition and thus have a great impact on burrow flushing. Field measurements of salinity agree with the hypothesis that there is a depth limit of flushing for complex burrows that is independent of burrow salinity, and suggest a value of 30–35 cm. The measurements also support the suggestion that significant flushing of burrows occurs within a single tidal event. An experiment considered the movement of animals across the interface created by low-salinity surface water and high-salinity burrow water after a partial flushing event. The motion enhances the effective diffusion coefficient of salt by a factor of at least 10², as compared with free diffusion of salt in water, resulting in a more even distribution of dissolved salt in the burrow water between tidal inundations. This distribution may lead to an increase in the depth to which flushing occurs during subsequent inundations.     

Numerical Simulation of Large Diameter Cylindrical Structure Slamming

The water entry of large diameter cylindrical structure is studied by applying numerical simulation method. The processes of different diameter cyhndrical structures impacting water with various constant velocities are calculated numerically. Thereafter, analyzed are the distribution of slamming pressure on structure during slamming course and the influence of slamming velocity and cylindrical diameter on slamming process. Furthermore, presented herein is an equation being used to forecast the peak slamming force on a large diameter cylindrical structure.     

Theoretical Model and Dynamic Analysis of Soft Yoke Mooring System

As a popular solution for mooring an FPSO （Floating Production, Storage and Offloading） permanently in shallow water, the soft yoke mooring system has been widely used in ocean oil production activities in the Bohai Bay of China. In order to simulate the interaction mechanism and conduct dynamic analysis of the soft yoke mooring system, a theoretical model with basic dynamic equations is established. A numerical iteration algorithm based on error estimation is developed to solve the equations and calculate the dynanfic response of the mooring system due to FPSO motions. Validation is conducted by wave basin experimentation. It is shown that the numerical simulation takes only a few iteration times and the final errors are small. Furthermore, the calculated results of both the static and dynamic responses agree well with those ones obtained by the model test. It indicates that the efficiency, the precision, the reliability and the validity of the developed numerical algorithm and program are rather good. It is proposed to develop a real-time monitoring system to further monitor the dynamic performance of the FPSO with a soft yoke mooring system under various real sea environments.     

波纹开缝翅片管换热器传热与流动性的数值模拟

提出一种波纹开缝翅片管换热器,对其传热与流动特性进行三维数值模拟,选择Re范围在1 000到5 000时与平板开缝翅片的模拟相比较。结果表明,在Re小于2 752时,平板开缝比波纹开缝的换热效果好,而Re大于2 752时,波纹开缝比平板开缝换热效果更好,并且波纹开缝翅片管换热器的流动阻力小于平板开缝,因此,Re大于2 752时波纹开缝比平板开缝综合效果更好。     

中咀湾避风港工程波浪分析及其应用

中咀湾是一个天然的避风良港,一般情况下外海波浪影响很小,主要受局部风场产生的局部风浪影响。本文采用曹宏生在Massel的扩展缓坡方程基础上推导出来的考虑陡变地形和能量耗散效应的缓坡方程为控制方程,结合固边界的反射边界条件,构成波浪传播变形的联合折射、绕射和反射的数学模型。文中将此方法运用在中国台州市大陈岛中咀湾避风港中,用波浪数学模型计算极端高水位和设计高水位时3种波况分别在3组重现期时工程海域的波浪要素,提供防波堤的堤前波高,并分析比较此处实心式和透空式防波堤的防浪性能。