渤海典型温带风暴潮数值模拟及改进实验     

傅赐福  董剑希  吴少华  刘秋兴 《海洋预报》2011,28(5):1-8

分析了2010年渤海两次典型温带风暴潮过程及规律,发现沿岸的最大增水基本由北沿渤海西岸向南传播且各站出现最大增水时间有较稳定的滞后,利用一套基于非结构网格的高分辨率风暴潮模式(ADCirc)和NMEFC温带风暴潮模式(CES)分别对“20101212”强温带风暴潮过程进行数值模拟,对比分析其结果的优劣后提出基于测站风场...  相似文献   

Evaluation of two WAM white capping parameterizations using parallel unstructured SWAN with application to the Northern Gulf of Mexico, USA     

S. Mostafa Siadatmousavi  F. JoseG.W. Stone 《Applied Ocean Research》2011,33(1):23-30

The performance of two well accepted formulations for white capping and wind input of third generation wave models, viz., WAM-3 and WAM-4, were investigated using parallel unstructured SWAN (PunSWAN). Several alternative formulations were also considered to evaluate the effects of higher order steepness and wave number terms in white capping formulations. Distinct model configurations were calibrated and validated against available in situ measurements from the Gulf of Mexico. The results showed that some of the in situ calibrated models outperform the saturation level calibrated models in reproducing the idealized wave growth curves. The simulation results also revealed that increasing the power of the steepness term can enhance the accuracy of significant wave height (H_s), at the expense of a higher bias for large waves. It also has negative effects on mean wave period (T_a) and peak wave period (T_p). It is also demonstrated that the use of the quadratic wave number term in the WAM-3 formulation, instead of the existing linear term, ameliorates the T_a underestimation; however, it results in the model being unable to reach any saturation level. In addition, unlike H_s and T_p, it has been shown that T_a is sensitive to the use of the higher order WAM-4 formulation, and the bias is decreased over a wide range of wave periods. However, it also increases the scatter index (SI) of simulated T_a. It is concluded that the use of the WAM-4 wind input formulation in conjunction with the WAM-3 dissipation form, is the most successful case in reproducing idealized wave growth curves while avoiding T_a underestimation of WAM-3 and a potential spurious bimodal spectrum of WAM-4; consequently, this designates another perspective to improve the overall performance of third generation wave models.  相似文献   

Computations of self-propulsion free to sink and trim and of motions in head waves of the KRISO Container Ship (KCS) model   总被引：2，自引：0，他引：2  

Pablo M. Carrica  Huiping Fu  Frederick Stern 《Applied Ocean Research》2011,33(4):309-320

Two computations of the KCS model with motions are presented. Self-propulsion in model scale free to sink and trim are studied with the rotating discretized propeller from the Hamburg Model Basin (HSVA) at Fr = 0.26. This case is particularly complex to simulate due to the close proximity of the propeller to the rudder. The second case involves pitch and heave in regular head waves. Computations were performed with CFDShip-Iowa version 4.5, a RANS/DES CFD code designed for ship hydrodynamics. The self-propulsion computations were carried out following the procedure described in Carrica et al. [1], in which a speed controller is used to find the propeller rotational speed that results in the specified ship velocity. The rate of revolutions n, sinkage, trim, thrust and torque coefficients K_T, K_Q and resistance coefficient CT_(SP) are thus obtained. Comparisons between CFD and EFD show that the rate of revolutions n, thrust and torque coefficients K_T and K_Q have higher prediction accuracies than sinkage and trim. For the simulation of pitch and heave in head waves, the geometry includes KCS hull and rudder under three conditions with two Froude numbers and three wave length and amplitude combinations. 0th and 1st harmonic amplitudes and 1st harmonic phase are computed for total resistance coefficient C_T, heave motion z and pitch angle θ. Comparisons between CFD and EFD show that pitch and heave are much better predicted than the resistance. In both cases comparisons with simulations by other authors presented at the G2010 CFD Workshop [2] using different CFD methodologies are included.  相似文献   

基于GIS的姓氏地名制图方法研究     

吴增伟  张胜茂 《测绘科学》2011,36(4):178-180

地名研究能够揭示地名所固有的科学价值,为科学研究提供重要依据,地名制图法是地名研究中常用的方法,用它分析姓氏地名可以追述某姓氏起源,了解该姓氏人口的分布、迁移等.本文借助GIS软件,对张姓地名进行了分析,采用的格网制图数据分析,可以反映张姓村庄的密集程度、密度值连续变化状况、宏观分布规律;空间平滑插值制图数据分析,可以...  相似文献   

基于Midas/GTS的FLAC3D边坡建模技术及工程应用     

钟志辉  刘祚秋  杨光华  张玉成 《地震工程学报》2011,33(Z1)

探讨了如何基于Midas/GTS来实现用FLAC3D建立复杂边坡模型。首先在Midas/GTS中建立几何模型和划分网格,然后根据两种软件的网格数据形式进行转换,把Midas/GTS的网格模型导入FLAC3D中。对于二维边坡问题,认为采用四边形单元比三角形单元的计算精度更高,在模型较为复杂的情况下建议在Midas/GTS中采用四边形+三角形的方式生成混合网格,然后导入FLAC3D中形成brick+wedge形式的混合网格进行分析,以保证计算精度。最后将上述建模方法应用于某边坡工程的稳定性分析,验证了该建模方法的可行性和实用性。  相似文献   

关于机载LiDAR点云数据形态学滤波的几点思考     

董保根  秦志远  朱传新  徐验兵 《测绘科学》2013,38(4)

形态学滤波是一种典型的机载LiDAR点云数据滤波方法,然而滤波过程中还存在某些容易被忽视的细节.本文在回顾现有各种形态学滤波算法的基础上,分析了特殊地形下点云数据内插存在的问题,提出了改进的内插算法;深入探讨了两种不同数据组织形式的滤波算法,指出基于不规则离散点和基于规则格网两种滤波方法各自的优势及不足;最后通过实验数据对两种方法在滤波性能和效率上给出了定性分析和定量评价.  相似文献   

Matlab环境下瑞利波有限差分正演与曲线绘制   总被引：1，自引：0，他引：1  

杨天春  朱自强  周勇 《煤田地质与勘探》2010,38(1):62

以瑞利波频散方程为出发点的Abo-Zena传递矩阵等方法,只能研究层状介质中瑞利波的传播特性,对于非层状介质,传递矩阵无能为力。因此,不得不考虑有限元、有限差分等方法。根据弹性动力学方程,采用交错网格有限差分方法对均匀弹性半空间介质进行全波场模拟,并在Matlab环境下实现编程计算,再现了瑞利波在近地表的传播状态,实现了地震剖面曲线的正振幅充填问题,从而获得了类似野外地震勘探的剖面记录。模拟结果表明,采用一阶差分格式所得到的地震记录存在较严重的数值频散,在采用有限差分法研究瑞利波"之"字形成因时,须尽量压制数值频散现象,才能获得更接近实际情况的频散曲线。   相似文献   

电性参数分块连续变化二维MT有限元数值模拟   总被引：4，自引：2，他引：2       下载免费PDF全文

刘云  王绪本 《地球物理学报》2012,55(6):2079-2086

为了易于模拟野外复杂地形和地下任意形状地电体模型,将有限元单元网格设计为三角单元;并考虑到野外实际勘探中,地球介质的电性参数均是连续变化的情况,单元内的场值和电性参数被设计为双线性变化;推导出二维起伏地形条件下大地电磁法有限元数值模拟算法;根据单元节点主场值和线性插值形函数间的关系,计算出单元节点的辅助场值;在二维起伏地形情况下,定义TE、TM模式视电阻率和阻抗相位.4个模型的计算的结果与解析法的均方根误差小于1%,地形模拟与前人的计算结果相符,模拟倾斜界面异常体,能有效的反映出其异常形态.  相似文献   

A three-dimensional semi-implicit unstructured grid finite volume ocean model   总被引：1，自引：0，他引：1  

WANG Zhili  GENG Yanfen 《海洋学报(英文版)》2013,32(1):68-78

A new three-dimensional semi-implicit finite-volume ocean model has been developed for simulating the coastal ocean circulation, which is based on the staggered C -unstructured non-orthogonal grid in the horizontal direction and z -level grid in the vertical direction. The three-dimensional model is discretized by the semi-implicit finite-volume method, in that the free-surface and the vertical diffusion are semi-implicit, thereby removing stability limitations associated with the surface gravity wave and vertical diffusion terms. The remaining terms in the momentum equations are discretized explicitly by an integral method. The partial cell method is used for resolving topography, which enables the model to better represent irregular topography. The model has been tested against analytical cases for wind and tidal oscillation circulation, and is applied to simulating the tidal flow in the Bohai Sea. The results are in good agreement both with the analytical solutions and measurement results.  相似文献   

太湖夏季环流成因的数值研究     

周杰源  沈永明  王金华 《海洋与湖沼》2013,44(5):1130-1137

强潮河口盐水入侵对饮用水源地危害极大。基于平面二维水动力盐度模型, 对典型强潮河口—钱塘江的水动力及盐水入侵过程进行了数值模拟研究。结果表明枯水径流时盐度变化与潮位过程曲线类似, 潮差对盐度大小影响显著, 径流量的增加将逐渐减小其相似程度。当流量增加到一定程度后, 继续增加的一定径流量所产生的抑咸效果减弱, 水资源有效利用率降低, 此时允许水源地盐度超标并改从蓄淡避咸水库取水可有效节约水资源。盐度平面分布显示, 盐水入侵在强潮河口弯道处受涨潮流主流线影响明显, 靠近主流线一岸的盐度大于对岸, 单从盐水入侵角度考虑, 强潮河口弯道段的取水口应设置在远离涨潮流主流线一岸。钱塘江河口盐度数值模拟对于研究减轻盐水入侵对水源地危害的措施具有指导意义。  相似文献