排序方式： 共有84条查询结果，搜索用时 15 毫秒
71.
蓬莱19-3 油田事故溢油数值模拟 总被引：2，自引：0，他引：2
利用FVCOM(Finite-volume coastal ocean numerical model)数值模型和MM5风场预报模式,在对渤海海域水动力场进行数值模拟的基础上,基于"油粒子"的欧拉-拉格朗日跟踪法和随机走动原理,并考虑风对溢油油膜漂移扩散的直接作用,建立了海洋溢油油膜漂移轨迹和扩散的数值预测模型。利用建立的模型对2011年6月蓬莱19-3油田事故溢油进行了数值模拟,模拟结果与RADARSAT卫星遥感监测数据相吻合。研究结果表明:在渤海中部地区夏季事故溢油模拟预测中,风漂移因子取0.024最为合理,模型可用于渤海蓬莱19-3油田附近事故溢油轨迹和扩散的快速预报,从而为该区域的溢油事故应急响应提供科学依据。 相似文献
72.
A numerical study of tidal asymmetry: preferable asymmetry of nonlinear mechanisms in Xiangshan Bay,East China Sea 总被引：1，自引：0，他引：1
In-situ measurements in Xiangshan Bay, the East China Sea, show that the duration of the rising tide is shorter than that of the falling tide around the bay mouth, while it becomes much longer in the inner bay. A finite volume coastal ocean model (FVCOM) with an unstructured mesh was applied to simulate the asymmetric tidal field of Xiangshan Bay. The model reproduced the observed tidal elevations and currents successfully. Several numerical experiments were conducted to clarify the roles of primary mechanisms underlying the asymmetric tidal field. According to the model results, the time-varying channel depth and nonlinear advection prefer shorter duration of the rising tide in Xiangshan Bay, while the time-varying bay width favors longer duration of the rising tide. The overtides generated by these two opposite types of nonlinear mechanisms are out of phase, resulting in smaller M4 amplitude than the sumfold of each individual contribution. Although the bottom friction as a nonlinear mechanism contributes little to the generation of overtide M4, it is regarded as a mechanism that could cause a shorter duration of the rising tide, for it can slow down the M2 phase speed much more than it slows down the M4 phase speed. The time-varying depth, nonlinear advection and bottom friction are dominating factors around the bay mouth, while the time-varying width dominates in the inner bay, causing the tidal elevation asymmetry to be inverted along the bay. 相似文献
73.
Modelling the circulation and exchange of Kingston Basin and Lake Ontario with FVCOM 总被引：1，自引：0，他引：1
An unstructured grid, finite-volume, 3-dimensional primitive equation, sigma-coordinate terrain following ocean model (FVCOM) has been applied to Lake Ontario to investigate its monthly climatological circulation with a focus on Kingston Basin. Kingston Basin, in the northeastern end of Lake Ontario, sits between the main body of the lake and the outflowing St. Lawrence River and is adjacent to the Bay of Quinte Area of Concern designated by the International Joint Commission. The focus of this study is to use the unstructured model FVCOM to model the mean circulation in the Basin. Results showed that the FVCOM model can take up to 3 years to spin-up from rest for a wind-forced, almost fully enclosed lake model. The model accurately reproduced the current flow field within the main body of the lake and compared favourably to the flow field observed during the International Field Year for the Great Lakes (IFYGL) in Kingston Basin. Transport streamfunction results show that the structure of the flow into Kingston Basin from the main body of the lake changes throughout the year. 相似文献
74.
基于FVCOM 的渤海潮波数值模拟 总被引：1，自引：0，他引：1
基于有限体积法海洋数值模型(FVCOM),对渤海当前水深岸线状况下的潮汐潮流进行了数值计算。模式采用不规则三角形网格,较好地提高了黄河口处网格分辨率,模拟了渤海海域K1,O1,M2和S2四个主要分潮。利用渤海沿岸19个验潮站的资料对模拟结果进行了验证,K1分潮振幅绝均差2.39 cm,迟角绝均差4.36°,O1分潮振幅绝均差1.40 cm,迟角绝均差4.29°,M2分潮振幅绝均差为3.55 cm,迟角绝均差为5.69°,S2分潮振幅绝均差1.72 cm,迟角绝均差8.86°,结果显示各分潮模拟结果合理,较真实地反映了渤海海域四个分潮传播情况。 相似文献
75.
倾倒区容量主要受海水动力过程(潮流输沙、风暴潮和风浪掀沙等)、倾倒区面积和水深地形等因素影响。本文基于FVCOM(Finite Volume Coast and Ocean Model)三维数值模型和随机动态统计分析模型, 利用倾倒区地形演变和倾倒量资料, 探讨海水动力过程(潮流输沙、风暴潮和风浪掀沙等)和倾废活动对海底地形变化的影响, 构建海洋倾倒区容量长期演变评估模型。利用FVCOM水动力和泥沙模型计算自然状态下潮流输沙引起的地形变化, 同时结合倾倒区多年实测水深和倾倒量资料, 分析倾倒量、潮流输沙和地形变化的统计关系, 通过实际资料拟合修订系数, 作为该倾倒区海浪和风暴潮等因素输沙所造成地形变化的参考值, 以此评估倾倒区容量长期演变。在设定实际地形变化阈值的前提下, 计算倾倒区容量。以长江口1#倾倒区为例, 1#倾倒区地形抬升0.5m/a,倾倒区容量约为670万方/a,模型结果和实际批复结果吻合。同时在甬江口2#倾倒区、罗源湾倾倒区、嵊泗上川山、东碇倾倒区和温州港倾倒区等验证, 模拟结果同实际观测结果相近。 相似文献
76.
本文利用高分辨率数值模型,以2001年秋季为例,详细分析了影响坦帕湾水交换的三种因素:潮汐、河流和风。论文共设置了三组实验,驱动力分别为潮汐,潮汐和河流,潮汐、河流和风。模拟结果显示:只有潮汐作用时,由于坦帕湾潮汐较弱,潮程较短,坦帕湾与其临近海域的水交换主要发生在湾口附近;当潮汐和河流共同作用时,由于河流和湾口海水盐度的不同形成了水平密度梯度,在其产生的水平密度梯度力的作用下,坦帕湾形成了表层流向湾外、底层流向湾内的重力环流,从而加强了坦帕湾跟其临近海域的水交换;由湾内指向湾外方向(2001年秋季平均)的风应力加强了流向湾外的表层流,同时水位梯度力发生了反转,变成了由湾口指向湾顶,这加强了流向湾内的底层流,表层流和底层流的加强最终促进了坦帕湾跟其临近海域的水交换;在航道处,水深较深瑞利数较大,该处的重力环流较强,这使得相对于两侧的浅水区,航道处的水交换能力较强。此外,文章还分析了坦帕湾水交换的空间差异,在Old Tampa Bay的西侧和北侧,滞留时间最长,水交换能力最弱。为减少海洋生态灾害发生,今后应重点加强对该地区的生态环境保护。 相似文献
77.
曲折海湾中潮汐和环流的数值研究 总被引：1，自引：1，他引：0
YU Huaming WANG Zhaohu KUANG Liang WANG Lu BAO Xianwen WU He WANG Xin DENG Xiaodong 《海洋学报(英文版)》2015,34(1):119-128
The Shacheng Bay(SCB) is one of the most complex coastal bays in southeast China and due to the fact of complicated geometry and dynamic coastal processes, it is considered as a challenging area for the numerical simulation of its hydrodynamic characteristics. The most advanced finite volume ocean model, finite-volume coastal ocean model(FVCOM), has adopted to simulate this hydrodynamic system, where tidal currents, tidal residual current and dye diffusion processes were studied and analyzed quantitatively. The validation of this numerical model matches well with various observation data, including elevation and current data. The misfit of a tidal elevation has a relative standard error of 3.66% and 4.67% for M2 and S2 tide components. The current validation shows a good match with an average error of 10 cm/s and 8° in the speed major axis and its direction respectively between the simulation and the measurement. This proves the robustness and reliability of this model. It is also found that the cape effect is significant and important in this system. The dye diffusion simulations show a 53 d flushing period for the whole inner bay waterbody. The results are of its first kind for understanding the hydrodynamic system in the SCB and they can provide helpful and trustful scientific information for others. 相似文献
78.
马迹山港三期工程对附近海域泥沙淤积的影响 总被引：1，自引：0，他引：1
应用海洋数值模式（FVCOM）建立马迹山港三期工程海域三维潮流模型,模拟港口建设前后的潮流场,研究工程后周边海域潮流场的变化。同时结合台风“灿鸿”的风场资料,在水动力的基础上添加台风气压场和风场,建立风暴潮数值模型,分析在极端天气下三期工程的建设对周边海域流场的影响。最后结合模型计算结果,根据现场调查资料以及历史试验成果进行工程周边海域泥沙回淤以及风暴潮骤淤的计算分析。结果表明：工程后流场的变化主要集中在工程区和附近海域,变化幅度约在0.3m/s~0.4m/s之间,对工程区以外大范围海域影响较小。工程后码头水流条件得到较好的改善,水流与码头走向趋于平行。工程周边海域泥沙回淤量较小,不会对船舶航行安全造成影响,另据骤淤计算结果分析,马迹山港周边海域在台风期间的短期淤强较小,两天的淤积量不超过5cm,不具备骤淤的可能性。 相似文献
79.
Estuarine environments are influenced by both river flows and oceanic tidal movement of water, sediment, and nutrients, often forming ecosystems that are rich in resources and biodiversity. The Yellow River once carried the world’s largest sediment load, but artificial structures have transformed its hydrodynamic processes. An annual Water-Sediment Regulation Scheme(WSRS) was introduced to flush accumulated sediment from the Xiaolangdi Reservoir, which provides flood control and water storage.Ho... 相似文献
80.
河口区域冲淡水锋面及物质输运会对台风产生快速而复杂的响应,并产生显著的生态效应及沉积过程,且不同类型的台风会对水动力及物质输运产生不同影响。本文以长江河口为研究区域,利用盐度锋面附近的浮标站点观测数据,发现在登陆型超强台风“利奇马”的影响下,旋转流特征消失,站点全水深出现持续近两天的北向流;而在转向型强台风“巴威”的影响下,出现持续约三天的全水深南向流。应用覆盖长江口及邻近海域的有限体积海洋模型（FVCOM）对两次台风过程进行模拟,实验对比台风过境前后流场、盐度场并且计算淡水通量,发现台风过境时通过破坏夏季典型的向海扩张的表层平流型羽流结构,从而促进盐度垂向混合,导致大量淡水堆积在靠岸一侧,加强了沿岸的淡水输运,进而形成底部捕获型羽流。对于登陆型台风“利奇马”的影响,淡水输运主要沿苏北海岸向北,而在转向型台风“巴威”偏北风的影响下,淡水则显著沿岸向浙闽海域流动。这两种台风过后,表层淡水开始向海扩展,垂向盐度分层再一次呈现,在2～3天内完全恢复为表层平流型羽流结构。 相似文献