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武汉九峰站地下水变化对重力场观测的影响 被引量:17
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作者 贺前钱 罗少聪 +2 位作者 孙和平 徐建桥 陈晓东 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2016年第8期2765-2772,共8页
本文从地下水渗透过程的物理机制出发,采用一维水动力学模拟,利用井水位和降雨数据模拟计算了武汉九峰站附近的土壤含水率变化,在此基础上估计了地下水变化导致的重力效应.其峰对峰变化幅度达到15.94μGal,说明当利用精密重力观测研究... 本文从地下水渗透过程的物理机制出发,采用一维水动力学模拟,利用井水位和降雨数据模拟计算了武汉九峰站附近的土壤含水率变化,在此基础上估计了地下水变化导致的重力效应.其峰对峰变化幅度达到15.94μGal,说明当利用精密重力观测研究长周期效应时实施台站地下水改正的必要性;频域分析表明,地下水重力效应在周年频段上的振幅最大,说明地下水变化对重力的最大影响来自季节性变化.对比模拟计算的地下水重力效应和经过潮汐、大气、极移等改正后的高精度超导重力残差(峰对峰变化幅度为12.73μGal),发现两者在时域和频域均具有良好的一致性,说明超导重力残差信号主要来源于局部地区地下水的变化,同时也验证了本文使用的水动力学模拟方法的正确性. 展开更多
关键词 地下水变化 水动力学模拟方法 超导重力仪观测信号
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Numerical Hydrodynamic of Multihull Tunnel Vessel
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作者 Morteza Ghassabzadeh Hassan Ghassemi 《Open Journal of Fluid Dynamics》 2013年第3期198-204,共7页
The research described in this paper was carried out to predict the numerical hydrodynamic of multihull tunnel vessel at various speeds. The hull form of vessel is fairly generated by the tunnel hull form generator (T... The research described in this paper was carried out to predict the numerical hydrodynamic of multihull tunnel vessel at various speeds. The hull form of vessel is fairly generated by the tunnel hull form generator (THFG) code using the Non Uniform Rational B-Spline (NURBS) method. Then, the hydrodynamic simulation of high speed vessel is carried out based on finite volume discretization method using volume of fluid (VOF) model to consider free surface between water and air phases around the vessel. A dynamic mesh restructuring method is applied for grid generation regarding to the heave and pitch motions of vessel in each time step. Calculated drag and trim angles at various speeds are in good agreement with experimental data. More results are carried out at the speed 15 knots to understand the convergency of the pitch and heave motions. 展开更多
关键词 Multi-Hull TUNNEL VESSEL hydrodynamic simulations FINITE VOLUME method
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