深海下储油器系统的压力补偿动态特性研究

对深海3 000m液压源储油器,采用兼具压力补偿和体积补偿的胶囊作为其压力补偿器.针对动态运行时可能存在的补偿量不足的问题,提出了储油器系统不失稳时的压力动态补偿设计准则,然后择选一组优化参数设计出储油器系统样机,分别完成在模拟执行元件和环境压力变化时的高压舱下的实验测试,结果表明在两种变工况下储油器内压力均能很好地跟随环境压力的变化,验证了该结构及其设计准则是合理的,为水下液压源储油器系统的压力自平衡设计及可靠运行提供了相应的理论依据和技术支撑.     

含油多孔介质二维弥散特性初步研究

为了研究含油多孔介质的二维水动力弥散特性,控制砂土中柴油和机油含油率为0、1%、2%,作为供试的含油多孔介质,采用自己设计的二维水动力弥散试验装置测定示踪剂(氯化钙)的穿透曲线,并定量确定了含油砂土的有效孔隙度、纵向弥散度、横向弥散度以及砂土中孔隙水的流速。试验结果表明,有效孔隙度随石油含量的增加而减小,而且含柴油砂土的有效孔隙度减小比含机油砂土更加显著;在纵向上,示踪剂浓度峰值的到达时间和峰值浓度的大小主要取决于孔隙水流速的大小,孔隙水流速越大,示踪剂达到浓度峰值的时间越短,且峰值浓度越大;含机油砂土的纵向弥散度小于清洁砂土,而含柴油砂土的纵向弥散度大于清洁砂土;不同含油率砂土的纵向弥散度变化范围为0.133～0.370cm,横向弥散度变化范围为9.83×10-3～4.64×10-2 cm,纵向弥散度均大于其横向弥散度。     

Spectral Analysis of Nonlinear Drag Forces

The spectral properties of nonlinear drag forces of random waves on vertical circular cylinders are analyzed in this paper by means of nonlinear spectral analysis. The analysis provides basic parameters for estimation of the characteristic drag forces. Numerical computation is also performed for the investigation of the effects of nonlinearity of the drag forces.The results indicate that the wave drag forces calculated by linear wave theory are larger than those calculated by the third order Stokes wave theory for given waves. The difference between them increases with wave height. The wave drag forces calculated by use of hnear approximation are about 5% smaller than their actual values when measured in the peak values of spectral densities. This will result in a safety problem for the design of offshore structures. Therefore, the nonlinear effect of wave drag forces should be taken into comidemtion in design and application of important offshore structures.     

Comparison of two three-dimensional hydrodynamic modeling systems for coastal tidal motion

A comparison of two three-dimensional numerical modeling systems for tidal elevations and velocities in the coastal waters is presented. The two modeling systems are: (1) the Princeton Ocean Model (POM) and (2) the MIKE 3 flow model. The model performance results for Singapore's coastal waters show that the predicted tidal elevations from the two hydrodynamic modeling systems are almost identical and are in very good agreement with field measurement data. The simulated tidal current velocities match well with field measurement data at the selected stations, but it seems that the POM provides the slightly better simulation, compared to the MIKE 3 flow model. The depth profiles of the velocities obtained from the two modeling systems may be greatly different at some time, due to the vertical diffusion coefficient calculated from different turbulent sub-models in the two modeling systems. The POM generally predicts larger peak tidal velocities. The maximum speed differences for the model results from the two modeling systems occur in the top and differ from time to time and from location to location, reaching up to 20%.     

More than just access to fish: The pros and cons of fisher participation in a customary marine tenure (Padu) system under pressure

The Padu system of South Asia has received growing attention as an example of customary marine tenure that has survived despite rapid development and change throughout the region’s fisheries. This paper describes the Padu system as it functions at Pulicat lagoon, India, where it has enjoyed decades of legitimacy amongst its members, and has contributed to sustainable fishing. Recently, however, the Padu system has become unstable, driven by pressures of an expanding fishing population, reduced access to fishing grounds and a growing ‘shared poverty’. In spite of this, fisher loyalty to uphold the Padu system remains strong. This raises questions about the broader social, political and cultural meanings of Padu, which extend beyond access to a lucrative fishery. The paper highlights a trade-off between the benefits received through Padu membership at a societal level through collective action, and the individual costs of partaking in ‘shared poverty’, which is inherently distributed unequally amongst fishing families. The paper concludes with a discussion on the future of the Padu system in Pulicat, drawing from evolutionary pathways of other Padu systems in the region. It is suggested that, in the Pulicat case, the high social values attributed to the Padu system, alongside complex power structures, may hinder institutional adaptation.     

吉木萨尔县帐篷沟膨润土矿矿石性能及工业应用试验

该矿为钠基膨润土,由硬质矿块与软质胶结物组成。主要矿物为蒙脱石,平均含量72.85％,其次为石英、方英石及少量石盐、赤铁矿。阳离子交换容量75.95mmol/100g胶质价93ml/15g,湿态抗压强度4.41×10~4～5.79×10~4Pa,20％HCl活化土脱色力110.4～332.5,原矿造浆率5.78m~3/t～12.2m~3/t。浇注铸件质量优良,表面光滑。     

全民所有自然资源资产管理考核评价机制与方法研究

本文采用对比分析与归纳分析法,在明确全民所有自然资源资产管理考核评价机制定位的基础上,充分借鉴和参考现有相关考核评价制度的设计思路,围绕“考核谁、谁来考、怎么考、考什么、结果怎么定、结果怎么用”等关键问题,从考核评价对象和实施主体、考核评价方式和实施、考核评价结果应用、考核评价内容和指标体系构建、考核评价结果评定方法等方面,提出构建全民所有自然资源资产管理考核评价机制和方法的思路,为推进生态文明建设和自然资源资产产权制度改革提供支撑。     

俯冲带库仑楔形体力学

楔形体理论研究楔形体在底部摩擦力、重力和边界外力共同作用下内部的应力状态,有助于我们定量分析断层强度和岩石性质与楔形体稳定状态之间的关系.本文首先简要介绍基于不同楔形体材料而得出的应力解析解.然后介绍基于理想弹塑性材料的俯冲带库仑楔应力解析解.最后介绍基于该解析解而提出的动态库仑楔形体理论.俯冲带地震反射剖面数据表明,弧前靠近海沟部分地表坡度比较陡,其内部经历复杂永久塑性变形（称为外部楔形体,outer wedge）.而靠近内陆部分地表坡度比较平缓,反射剖面显示沉积层呈水平规则分布,常伴随沉积盆地（称为内部楔形体,inner wedge）.动态库仑楔形体理论认为弧前这种地表形态和内部构造特征的不同,可能反映了断层面摩擦性质的差异性.内部楔形体对应于断层面上的生震带,在地震周期可能主要经历弹性变形.而外部楔形体对应于断层面上的无震蠕滑部分,在地震发生时可能产生塑性破坏、永久变形.

     

秭归盆地东缘断裂构造觅踪——再论仙女山断裂带北延过长江问题

文章在概略介绍仙女山断裂带所处的大地构造位置、展布特征、组合关系基础上,用详实的材料,逐一分析了荒口—腰店子、腰店子—将军垭、将军垭—卜庄河及尹家湾—黄垭畔、黄垭畔—贾家店长江南北两岸各段的断裂构造形迹特征、力学性质和交切关系。认为仙女山断裂带已北延过长江,并建议对断裂的应力传递方式和可能出现的史前地震进行深入研究。     

江东大桥建设对钱塘江水动力的影响

应用二维水流数学模型模拟了江东大桥建设前后大范围的流场,比较了建桥前后水位、流速、流向等水动力因子的变化,评价了大桥建设对工程区域水动力的影响,并与物理模型试验的结果进行对比,分析了结果的合理性。研究成果为大桥的设计和管理提供了技术依据。