郑庄东大井区煤层含气量主控地质因素

以郑庄区块东大井区为主要研究对象,综合运用实验测试数据、煤田钻孔及煤层气井资料,并结合沉积、构造和地下水动力的原理和方法,深入分析了该区煤层含气量分布和主控地质因素。研究结果表明:研究区煤层含气量较高,总体呈自东向西逐渐增大的趋势,且主要受煤层埋藏深度、地质构造和水动力条件三个因素控制。即煤层埋深对含气量分布具有较好的控制作用,总体上含气量高值区大都位于北部深埋区域;地质构造对含气量的影响主要表现为次级构造叠加在煤层埋深影响的总体背景之上导致含气量展布复杂化;北部地区水动力条件对煤层气的运移和富集具有显著的控制作用,是影响煤层含气量展布的主要因素;而南部地区则由于埋深和断层等因素的影响,从而导致水动力条件与煤层含气量的相关性不太明显。     

动水压力作用下沥青路面水-孔隙结构应力分析

为了研究动水压力对沥青路面产生水损害的原因,对水-孔隙结构进行了应力分析,建立了沥青路面水-孔隙结构承受车辆荷载的模型,提出了沥青路面空隙率与孔隙水压力的关系,并讨论了沥青路面内部因孔隙水压力而致使孔壁在反复的荷载作用下发生的胀裂与抽吸和冲刷作用.     

船舶静水航行水动力模型的简化及其应用

针对现有船舶水动力模型考虑因素多、通用性差的缺点,通过简化船体线形、忽略波浪和风向等复杂因素的影响,对船舶水动力模型进行研究。推导静水面船体的迎流区域范围,计算水流作用在船体微小面元上的动压力,得出整船水流总阻力计算模型。在此基础上,给出船体航行动力学模型,分析船舶在静水面航行中动力、水阻力和运动状态之间的关系。将该水动力模型应用于船舶稳定航行控制,结果表明模型具有较好的实用性。     

两种动水压力模型重力坝地震动力损伤比较分析

采用基于位移格式的流体单元与弹塑性损伤本构的固体单元分析了坝体—水库耦合系统在强震下库水对重力坝的动力响应、坝体内部应力分布以及损伤的影响。对流固耦合模型与附加质量模型的坝体损伤分析结果进行比较发现,附加质量模型不仅对上游坝面的动水压力有放大作用,而且对坝体的其他动力响应,如位移、加速度,也有不同程度的放大作用。同时,附加质量模型对地震中坝体内部应力及损伤也有一定的放大作用。可见,流固耦合模型分析大坝—水库系统相互作用更接近现实情况。     

城市雨洪综合模拟方法及应用

为综合模拟城市雨洪和分析其对区域内涝的影响,在Open MI异构模型集成平台上动态耦合河网水文水动力模型和城市排水管网水力模型,以上海14个水利分片之一的淀北片为例,建立了淀北片雨洪耦合模型,并应用此模型分析了不同雨潮组合对淀北片区域内涝的影响。淀北片雨洪综合模拟计算结果表明,雨洪综合模拟较真实地反映了感潮河网城市地区的内涝情况,可为城市防洪除涝工作提供参考。     

基于拉格朗日粒子追踪的渤海冬季与夏季环流及影响因素

基于三维非结构有限体积海洋模式(FVCOM)对渤海环流进行了数值模拟研究.数值模拟中采用三角形网格,以更好地拟合渤海复杂的岸线边界.潮位、潮流、温盐模拟结果验证良好.通过对粒子的拉格朗日追踪研究了渤海冬季与夏季环流及潮、风、海气热交换和人海径流对渤海环流的影响.研究表明:粒子输移存在明显的三维结构;与渤海中部及海峡附近...     

海流能转换器叶片翼型的失速和水动力特性的数值研究

海流能转换器叶片翼型的水动力学性能优劣是海流能开发利用的关键因素.该文基于浙江工业大学水力学实验室设计的海流能转换器叶片,利用商川CFD模拟软件FLUENT对其叶片翼型在来流攻角从-4°～20°情形下的水动力特性进行了相应的数值模拟计算,得到翼型周围流场的速度分布、压力分布、翼型的失速特性以及水动力特性与攻角α的关系,可供设计高效的海流能转换器叶片时参考.     

深浅水中KVLCC船体横荡运动水动力数值计算

通过求解非定常RANS方程,选取SST k-ω湍流模型,采用全六面体网格进行离散,在忽略自由面兴波影响的情况下,对KVLCC1裸船体在深水和浅水中的PMM试验纯横荡运动粘性流场进行了数值模拟,计算了作用在船体上的水动力和力矩;通过将计算结果与现有的试验数据对比,验证了该文方法的有效性.在此基础上,根据水动力和力矩计算结果,计算得到了船舶横荡运动线性水动力导数.     

NUMERICAL SIMULATION OF FLOW OVER TWO CIRCULAR CYLINDERS IN TANDEM ARRANGEMENT

In this article,the 2-D unsteady viscous flow around two circular cylinders in a tandem arrangement is numerically simulated in order to study the characteristics of the flow in both laminar and turbulent regimes.The method applied alternatively is based on the finite volume method on a Cartesian-staggered grid.The great source term technique is employed to identify the cylinders placed in the flow field.To apply the boundary conditions,the ghost-cell technique is used.The implemented computational method is firstly validated through simulation of laminar and turbulent flows around a fixed circular cylinder.Finally,the flow around two circular cylinders in a tandem arrangement is simulated and analyzed.The flow visualization parameters,the Strouhal numbers,and drag and lift coefficients are comprehensively presented and compared for different cases in order to reveal the effect of the Reynolds number and gap spacing on the behavior of the flow.The obtained results have shown two completely distinct flow characteristics in laminar and turbulent regimes.     

EXPERIMENTAL STUDY ON SEDIMENT RESUSPENSION IN TAIHU LAKE UNDER DIFFERENT HYDRODYNAMIC DISTURBANCES

Contaminants resuspension in sediments induced by wind-wave could influence the water quality in shallow lakes. Resuspension of surface sediments from the Zhushan Bay, Taihu Lake was simulated under different wind forcing by using a pneumatic annular flume in this study. Acoustic Doppler Velocimeter (ADV) was used to measure flow velocity at each wind speed, and the characteristics of sediment resuspension were studied with the layered sampling technology. The experimental results show that the flow velocity increases with wind speed obviously and 6m/s is a critical wind speed which affected hydrodynamic conditions significantly. The distribution of flow velocity and water depth is different from that in ordinary open channel. With the enhanced hydrodynamic factors, the Suspended Solids Concentration (SSC) in water increases accordingly, and the incipient velocity of sediment resuspension is about 0.21 m/s. Based on the analysis of wind speed and average SSC in water column, the quantitative relationship is obtained. The SSC of the bottom layer is higher than the content of surface layer under different hydrodynamic conditions, and there are similar distributions between SSC and flow velocity in different water layers.