共查询到20条相似文献，搜索用时 171 毫秒
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力高在全球垂直基准中的作用及其精确推求 总被引：2，自引：2，他引：2
本文指出了只有在同一个重力位等位面上具有相同高程的力高(动力高)才是全球垂直基准(GVD)的量度,若用正常高或正高表示GVD,由此引起的误差可能大于26cm;研究了用空间技术结合重力测量确定GVD的方法及其误差,且误差主要来自由重力计算的高程异常,按本文的计算该项误差为±12.1cm,而同一点上GVD的误差为±13.1cm;对如何精确推求大地水准面上的位(W_0)与正常位(U_0)之差也作了探讨。 相似文献
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研究了基于EGM2008大地水准面模型的高程传递原理,通过青岛地区已知控制点数据计算得到EGM2008大地水准面模型与我国大地水准面差距,利用EGM2008模型计算高程异常的方法,结合GNSS技术实现高程传递。利用青岛市C级GNSS控制网数据,基于EGM2008模型,采用3种不同的拟合方法,建立了区域高程异常残差场,反演高程异常值与已知控制点高程异常值进行比对。利用青岛市D级GNSS点的数据对构建的格网模型的精度进行检核。结果表明:EGM2008大地水准面模型与我国的大地水准面存在22 cm左右的偏差;基于EGM2008模型的高程传递精度可达厘米级,可用于近海高程传递,几种拟合方法精度相当。 相似文献
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本文提出了直接由海面地形计算它对大地水准面影响的方法,并列出了改正值。这样就避免了习惯上先作重力的高程改正,然后再进行全球积分的步骤,从而使计算量大为减少,给工作带来了方便。 相似文献
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次重力波在近岸水动力运动过程中起到重要作用,深入地了解次重力波对预防其引发的近岸灾害有着重要意义。结合波浪现场观测方法和数值模拟方法研究了斯里兰卡南部海域次重力波特征。短波和自由次重力波通过海浪谱模型WAVEWATCH III模拟,而约束次重力波通过二阶非线性理论模拟,数值模拟结果与现场观测结果对比吻合良好。研究结果表明,斯里兰卡南部海域大部分时间以自由次重力波为主;在强涌浪海况下（短波波高大于2.5 m,周期大于15 s）约束次重力波逐渐逼近自由次重力波甚至占主导地位;斯里兰卡大陆架极其狭窄,对涌浪的能量损耗作用极为有限,使得近岸面对强劲的涌浪及其伴生的次重力波的侵袭,增大了次重力波引发近岸水动力灾害的风险。 相似文献
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为充分挖掘海洋重力数据在反演海底地形中的应用潜力,尝试探索利用大地水准面高反演海底地形的技术途径,并以夏威夷—皇帝海山链拐点所在海区作为反演试验区进行验证。首先采用Belikov列推法计算伴随(缔和)勒让德函数,利用EIGEN-6C4地球重力场模型解算获取了分辨率为1'的大地水准面高格网数值模型;然后通过综合分析反演比例函数和转换函数特点、研究海区大地水准面高与海底地形的相干特性以及大地水准面高本身尺度特征,获得了利用大地水准面高反演海底地形的频段范围;最终以试验海区大地水准面高为数据输入,构建了相应的海底地形模型(BNT模型),并与ETOPO1等海深模型进行比对分析。试验结果表明:BNT模型检核差值在一倍均方差范围检核点数量占比70.60%,相比正态分布更加集中;BNT模型检核精度低于ETOPO1等海深模型;海深模型检核精度随着水深增加不断提升,水深小于1 000 m时,海深模型相对误差出现较大发散现象;计算海域ETOPO1模型精度最高,GEBCO模型和DTU10模型检核精度相当。 相似文献
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The vertical structure of the atmospheric boundary layer over the central Arctic Ocean 总被引：2，自引：1，他引：1
The tropopause height and the atmospheric boundarylayer （PBL） height as well as the variation of inversion layer above the floating ice surface are presented using GPS （global position system ） radiosonde sounding data and relevant data obtained by Chinas fourth arctic scientific expedition team over the central Arctic Ocean （86°-88°N, 144°-170°W） during the summer of 2010. The tropopause height is from 9.8 to 10.5 km, with a temperature range between -52.2 and -54.10C in the central Arctic Ocean. Two zones of maximum wind （over 12 m/s） are found in the wind profile, namely, low- and upper-level jets, located in the middle troposphere and the tropopause, respectively. The wind direction has a marked variation point in the two jets from the southeast to the southwest. The average PBL height determined by two methods is 341 and 453 m respectively. These two methods can both be used when the inversion layer is very low, but the results vary significantly when the inversion layer is very high. A significant logarithmic relationship exists between the PBL height and the inversion intensity, with a correlation coefficient of 0.66, indicating that the more intense the temperature inversion is, the lower the boundary layer will be. The observation results obviously differ from those of the third arctic expedition zone （800-85° N）. The PBL height and the inversion layer thickness are much lower than those at 870-88° N, but the inversion temperature is more intense, meaning a strong ice- atmosphere interaction in the sea near the North Pole. The PBL structure is related to the weather system and the sea ice concentration, which affects the observation station. 相似文献
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A local-scale phase-resolving wave transformation model with CGWAVE is established in connection with a regional-scale coupled STWAVE-ADCIRC wave-current model for its application in the Half Moon Bay, Grays Harbor. Wave transformation from offshore to the harbor entrance is simulated by the STWAVE model which includes wave-current interaction. The STWAVE results provide incident wave conditions for the local-scale CGWAVE model at its outer boundary. A simple method is developed to take into ac- count the lateral variation of wave height in constructing the model's wave boundary conditions. The model was validated for three wave condition cases which yielded good agreement with field data. The validated model was applied to predicting nearshore waves in the Half Moon Bay and longshore transport parameters along the wave breaking line for the existing condition and three engi- neering alternatives. A comparative analysis indicated that storm waves that have a combination of long period and large height are the most destructive to the crenulate shoreline in the Half Moon Bay; both 152 m jetty extension (Alt. 2) and diffraction mound enlargement ( Alt. 3) would significantly reduce breaking wave height and longshore transport potential in the southwest comer of Half Moon Bay. 相似文献
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A composite numerical model is presented for computing the wave field in a harbor. The mild slope equation is discretized by a finite element method in the domain concerned. Out of the computational domain, the water depth is assumed to be constant. The boundary element method is applied to the outer boundary for dealing with the infinite boundary condition. Because the model satisfies strictly the infinite boundary condition, more accurate results can be obtained. The model is firstly applied to compute the wave diffraction in a narrow rectangular bay and the wave diffraction from a porous cylinder. The numerical results are compared with the analytical solution, experimental data and other numerical results. Good agreements are obtained. Then the model is applied to computing the wave diffraction in a square harbor with varying water depth. The effects of the water depth in the harbor and the incoming wave direction on the wave height distribution are discussed. 相似文献
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A composite numerical model for wave diffraction in a harbor with varying water depth 总被引：2，自引：2，他引：0
A composite numerical model is presented for computing the wave field in a harbor. The mild slope equation is discretized by a finite element method in the domain concerned. Out of the computational domain, the water depth is assumed to be constant. The boundary element method is applied to the outer boundary for dealing with the infinite boundary condition. Because the model satisfies strictly the infinite boundary condition, more accurate results can be obtained. The model is firstly applied to compute the wave diffraction in a narrow rectangular bay and the wave diffraction from a porous cylinder. The numerical results are compared with the analytical solution, experimental data and other numerical results. Good agreements are obtained. Then the model is applied to computing the wave diffraction in a square harbor with varying water depth. The effects of the water depth in the harbor and the incoming wave direction on the wave height distribution are discussed. 相似文献
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局部海洋地磁场模型可以为水下地磁匹配导航与磁性目标探测等工作提供高精度的海域地磁背景场数据。针对目前区域地磁场模型构建方法中未考虑到高度或深度变化的影响,截断阶数难以确定及存在边界效应等问题。根据海洋磁力测量的特点,顾及磁测点高度数据,引入粒子群优化的最小二乘支持向量机法(PSO-LSSVM)构建局部海洋三维地磁场模型。在仿真与实测数据建模试验中,与Taylor多项式法、BP神经网络法及曲面样条函数法比较,结果表明,无论是在地磁变化平缓区还是复杂区,PSO-LSSVM法的建模精度均是最高的,建议在局部海洋地磁场模型构建中采用。 相似文献
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Autoregressive models have been shown to adequately model the time series of significant wave height. However, since this series exhibits a seasonal component and has a non-gaussian nature, it is necessary to transform the series before a model can be fit to the data. Two different transformations that have been used in earlier work are shown not to be appropriate for all types of applications. A third transformation is proposed here, which combines the better features of the two earlier ones and which is appropriate for simulation work. This is demonstrated with an example of a series from Figueira da Foz, a location of the Portuguese Coast. 相似文献
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提出计算机辅助配模系统采用与常规计算机绘图系统相同的硬件配置，可使系统具备良好的图形功能和入机界面；系统流程分＂数据输入＂，＂数据转换＂，＂配模设计＂和＂图形绘制＂四个阶段．墙体以中线数据（Ｔ，Ｌ，Ａｎｇ）定义，在图形环境下以人机交互方式输入墙厚及中线数据；由建筑平面常具备的对称性设计了映射算法以减少输入工作；根据图形变换原理建立了设计参数的简化算法，利用内圈外圈墙体的闭环特性简化墙面属性判别． 相似文献