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二维潮流计算中非结构有限体积法研究和应用 总被引：1，自引：0，他引：1
基于非结构网格有限体积法,通过引入弥散修正项和TVD高阶对流格式,形成高精度、守恒性好的非结构二维潮流有限体积算法.利用该算法对一维驻波理论算例进行了验证计算,并对长江口潮流情况进行了模拟.结果表明,模型能反映水流运动的基本规律,二维潮流场的模拟精度较高,能达到工程应用要求. 相似文献
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建立了基于不规则三角形网格的考虑波浪作用的潮流泥沙数学模型，在对模型进行充分验证的基础上，对葫芦岛海域的潮流、泥沙场的进行了数值模拟，对该海区的潮流扬、泥沙场特征进行了分析；对萌芦岛港柳条沟港区规划方案进行了潮流、泥沙场模拟研究。详细分析了工程前后港池和航道的流扬变化，计算了航道的横流，预报了规划港区港池和航道的泥沙年淤积量，为港区的规划设计提供了科学依据。 相似文献
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南黄海辐射沙洲成因的潮流数值模拟解释 总被引：3，自引：0，他引：3
用接近计算海域自然陆架坡度的均匀倾斜海底，对南黄海辐射沙洲区的潮流椭圆和潮流场进行数值模拟的结果表明：辐射状潮流场不依赖于海底地形而存在，相反，可能是产生和塑造辐射沙洲的主要动力。并用潮流和潮余流的计算结果，对沙洲区海底沉积物的运移、分布，海底沙洲北大南小的不对称性以及海底沙洲的动态作了解释 相似文献
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黄岛电厂取水工程潮流泥沙数值模拟 总被引：1，自引：0，他引：1
建立了基于不规则三角形网格的考虑波浪及其破碎作用的二维潮流场和泥沙场数学模型,对黄岛电厂取水海域的潮流场、泥沙场进行了数值模拟和分析,对电厂取水口的泥淤积强度进行了计算。计算结果表明,电厂取水口附近海区流弱水清,取水口泥沙淤积轻微,对电厂取水基本没有影响。 相似文献
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为了能够精确地拟合天然水域不规则的水陆边界,并能保持有限差分数值计算在矩形网格中进行,本文利用Thompson的数值网格生成技术,在长江口南支七丫口至横沙河段设计了一个椭圆型边界拟合坐标系,并在这个坐标系下建立了平面二维潮流数学模型。通过数值求解此数学模型,实现了计算区域内现状潮流的一个数值模拟,模拟结果表明,模式的设计是成功的。 相似文献
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对东海扬子浅滩成因的再认识 总被引：4，自引：1，他引：4
本文依据前人资料,综合分析了位于东海西北部长江口东侧扬子浅滩的潮流作用、微地貌形态、物质成分和来源以及全新世沉积厚度,认为它是典型的现代潮流沙席,而不是古长江水下三角洲或陆架残留沉积.扬子浅滩潮流沙席与其西北部的江苏滨外潮流沙脊共同组成了长江口外现代潮流沉积体系.它们同属于太平洋潮波系统作用的潮流沉积环境. 相似文献
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本文主要从大窑湾实测流资料入手,计算了潮流调和常数,并相应地推算了M_2分潮流椭圆要素。通过进一步分析,从而揭示出了该湾M_2优势分潮潮流场的分布特征及其变化规律。 相似文献
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长江口水下三角洲地形地貌对于长江口航道安全、生态环境、海岸带工程等均具有重要意义,本次研究拟采用世界上第一颗静止水色卫星GOCI(Geostationary Ocean Color Imager)开展长江口Kd(490)的季节和潮汐变化规律研究,以期为采用机载激光测深提供预评估信息。研究得到结论如下:长江口及邻近海域水体为典型的二类水体,悬浮泥沙含量最高可由杭州湾内几千mg/L迅速降低至10 mg/L以下,因此,分段式的漫衰减系数反演算法适用于研究区域;Kd(490)反演结果表明长江口及邻近海域的Kd(490)值的季节变化特征表现为冬高夏低,春秋居中,长江冲淡水流量和季风是影响其季节变化的主要因素,而在一个潮周期内,Kd(490)值总体表现为低潮期低于高潮期,悬浮泥沙浓度和潮水的潮位是长江口及邻近海域的Kd(490)值的重要影响因素;研究指出,长江口及杭州湾内激光可探测深度约在5~22 m范围内,夏季退潮低潮位最适合激光雷达观测。由此可见,GOCI 8景/d,1景/h的分辨率可以实现Kd(490)的动态变化监控,而且可以实现在相同潮位下更为合理地描述Kd(490)值的季节变化,为机载激光雷达探测的进一步开展提供了技术支持。 相似文献
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长江口整治工程对盐水入侵影响研究 总被引：5，自引：1，他引：5
根据实测资料分析了长江口的盐水入侵问题。采用调和常数得到外海控制潮位，用流量控制上游边界，建立了长江口、杭州湾及邻近海域正交曲线坐标系下的二维潮流和盐度数学模型。模型验证了长江口洪、枯季时大、中、小潮的潮位、流速、流向和盐度，较好地模拟了口外顺时针旋转流和口内往复流的特征，反映了外海盐水入侵和北支盐水倒灌的运移特性。在此基础上对长江口综合整治规划方案进行了研究，讨论了整治工程对减轻长江口盐水入侵的作用。 相似文献
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The issue of sea level rise is receiving considerable attention all over the world. Although the Indian stations have shown mixed trends, a positive sea level trend has been noticed in the Hooghly Estuary, situated on the east coast of India. The Hooghly River serves as a navigable waterway to Calcutta and Haldia ports. The river is tidal for nearly 250 km. To study the water levels and tidal currents in the lower part of the Hooghly Estuary, from sea face at Sagar to Hooghly Point, a vertically integrated numerical model has been used. The model is fully nonlinear and uses a semiexplicit finite‐difference scheme to solve the basic hydrodynamic equations on a staggered grid. This model is coupled with a one‐dimensional model, which has been used for the upper estuary from Hooghly Point to Swarupganj, where the flow is unidirectional. The computed water levels and currents are found to be in good agreement with the available observations. This model is applied to study the alterations in tidal circulation for a rise and fall in the sea level. The results have shown a substantial increase in the amplitude and velocities of the tidal wave due to the sea level rise. 相似文献
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扬子浅滩沙波底形活动性评估 总被引：3，自引：0，他引：3
扬子浅滩位于长江口以东,水深40 m左右,普遍发育中小水下沙丘并处于运动状态。按32片沙波参数统计,迁移方向在90°~180°之间,其中150°~180°者占30%,120°~150°者占69%;使用Rubin和改进的Hardisty公式计算,以潮流作用为主的常态海况下,沙波迁移率为19.70 m/a,以浪流为主的暴风浪期间,约为12.72 m/a,一年总迁移率约为32.4 m/a,与世界上若干海底沙波定位观测数据相对比,这一迁移率应属于缓慢—中等的量级。 相似文献
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A three-dimensional semi-implicit finite volume numerical model has been developed and applied to study tidal circulation and salinity stratification in the region of Oujiang River Estuary, China. The model employs horizontally unstructured grids and boundary-fitted coordinate system in the vertical direction. Governing equations consisting of continuity, momentum, and transport equations are all solved in the integral form of the equations, which provides a better representation of the conservative laws for mass, momentum, and transport in the coastal region with complex geometry and bottom bathymetry. The model performance was firstly quantified with skill assessment statistics on the choice of different parameters and validated with observed tidal elevation, current velocity, direction and salinity data over a spring–neap tidal cycle collected in 2006. Numerical results show that the model with wetting–drying capability successfully simulated the tidal currents and salinity fields with a reasonable accuracy and indicate that the Oujiang River Estuary is a macrotidal estuary with strong tidal mixing. In addition, the model results also show that the Oujiang River Estuary is a well-mixed estuary during spring tide. Then, the numerical simulations were performed to compare the hydrodynamic process and salinity distribution before and after a river training, which was conducted by blocking the south branch of the Oujiang River mouth. The results reveal that with the only north access to the sea, the influence of the blocking project on the flood discharge capacity is limited and the incremental velocity is beneficial to the navigation channel maintenance, although it will cause some scour to the embankment. Furthermore, the redistribution of tidal prism passing in or out the north branch makes a little severe salinity intrusion during high tide or low tide. However, the salinity intrusion is still within acceptable range, although it can cause some adverse effect on water intaking of production and life. The variations of salinity levels in Yueqing Bay situated at the north of the river mouth are not obvious, so the blocking project will not bring damage to local aquiculture. However, significant changes of salinity happen inside or outside of the south branch, so enough attention need to be paid to the changes of environment caused by the salinity variation after the blocking project. Overall, by weighing advantages and disadvantages of the blocking project, it is feasible and the model can be considered as a tool for managing and studying estuarine circulation. 相似文献
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长江口受台风影响严重,台风风暴潮、上游洪峰及天文大潮相遇将致使长江下游至长江口水位暴涨,对沿岸至河口的防汛安全构成严重威胁。基于ADCIRC模型构建东中国海至长江口风暴潮数学模型,模拟9711号台风和0012号台风两场典型台风水位过程。以典型台风为基础构成多种台风路径,分析不同登陆位置和走向对长江沿线风暴增水影响。研究大洪水、不同路径台风、天文大潮共同影响下长江下游沿线风暴增水分布规律。结果表明:登陆位置处于长江口南侧情况下长江河道沿线增水大于正面登陆长江口和北侧登陆型台风;平行于长江河道方向移动的台风造成沿线增水大于斜向穿越长江口的台风,不同台风走向对于风暴增水影响程度小于登陆位置;台风风暴潮、上游洪峰及天文大潮“三碰头”情形下长江沿线增水分布呈单峰型,从大通至江阴不断增大,江阴至中浚维持高位,中浚至口外迅速减小。 相似文献
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A Computational Model for Velocity Separation in Shallow Sea 总被引：1，自引：0，他引：1
Based on the hydrodynamical feature and the theoretical velocity profiles of tidal flow and vvind-induced flow in shal-low sea, a computational model is established for the first time, which can separate observed velocity into tidal velocity and wind-induced velocity by use of the least square method. With the model, not only the surface velocities of tidal flow and vvind-induced flow are obtained, but also the bed roughness height is determined and the wind velocity above the wa-ter surface is estimated. For verification of the model, the observed velocity in the Yellow River Estuary and the laborato-ry test is separated, then it is applied to the Yangtze River Estuary. All the results are satisfactory. The research results show that the model is simple in method, feasible in process and reasonable in result. The model is a valid approach to analysis and computation of field dala, and can be applied to separate the observed velocity in shallow sea; at the same time, reasonable boundary conditions of th 相似文献
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风影响夏季长江冲淡水扩展的数值模拟研究 总被引：2，自引：1，他引：1
基于EFDC(Environmental Fluid Dynamics Code)数值模式建立了长江口及其邻近海域的三维水动力学模型,用于研究风对夏季长江冲淡水扩展的影响。基于实测资料的验证结果表明,模型能够比较真实的反映潮汐、海流、温度和盐度的变化过程。敏感性试验的结果显示,风对夏季长江冲淡水的扩展有着非常显著的影响。在Ekman输送的作用下,长江冲淡水将向风向的右侧扩展。5 m/s风速下,东风、东南风、南风和西南风4个风向下的冲淡水明显向外海扩展,而西风、西北风、北风和东北风下的冲淡水都被限制在近岸水域。Ekman输送的强度随风速增强而增强,冲淡水向风向右侧的扩展也越来越明显。舌轴区因为层结明显,湍流活动相对较弱,对风能量的耗散相对较小,所以相同的风速增量对舌轴区表层水的加速作用最强,这导致更多的淡水经由舌轴区输送,使得淡水舌宽度随风速的增加而变窄。对长江口海域表面风的气候统计分析表明,上述数值试验结果能够很好的解释气候态下长江冲淡水扩展方向与表面风变化的关系。 相似文献
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Three long-term fixed acoustic Doppler current profilers were first used for investigating the vertical structure of tidal currents in Xuliujing Section of Changjiang River Estuary. Moreover, three different periods(spring, summer and fall) were also considered for investigating seasonal variations. The semi-diurnal tides were the most energetic, with along-channel speed of up to 80 cm/s for M2 constituent, which dominates at all stations with percent energy up to 65%–75% during seaso... 相似文献