共查询到17条相似文献，搜索用时 125 毫秒
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建立了湖泊三维风生流的隐格式差分模型，通过对该模型计算稳定性的分析发现，它的时间步长的取值具有较大的灵活性，该模型被用于武汉市墨水湖的风生流模拟，实例计算表明该模型计算结果合理，能较好地反映湖泊风生流的流态特征。 相似文献
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湖泊三维风生流隐式差分模型的研究 总被引：1，自引：0，他引：1
建立了湖泊三维风生流的隐格式差分模型，通过对该模型计算稳定性的分析发现，它的时间步长的取值具有较大的灵活性．该模型波用于武汉市墨水湖的民生流模拟，实例计算表明该模型计算结果合理，能较好地反映湖泊风生流的流态特征． 相似文献
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深入认识大型湖泊在不同风速、风向和水位下三维风生流结构特征对于湖泊污染控制、生态恢复及资源的开发利用具有重要意义.本文在构建笛卡尔坐标系下洪泽湖三维水动力模型的基础上,利用2次全湖30个点位流场监测数据验证了模型精度.基于1975-2020年长系列风场观测数据,确定了洪泽湖典型风速风向.在此基础上,模拟了16种不同风向,13种不同风速和20种不同水位工况条件下洪泽湖三维风生流结构.结果表明：水动力模型可以较好地刻画洪泽湖三维湖流变化特征.洪泽湖风生流结构随风向变化呈现出较大空间差异.风生流流速随着风速的升高呈加速上升趋势,其中表层水体流速上升幅度远高于其他水层.在2.4 m/s东风驱动下,溧河洼、成子湖和南部湖区垂向平均流速随着水位上升呈先升高后降低的趋势,3个湖区分别在12.7、12.4和12.2 m水位下流速达到最大值. 相似文献
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西藏当惹雍错和扎日南木错现代湖泊基本特征 总被引：5，自引：4，他引：1
湖泊现代特征的调查和对比研究是湖泊学和古湖泊学研究工作的基础,青藏高原大部分湖泊目前仍缺少详细的基本特征考察资料.基于2009年9月实地考察,本文报道藏北高原腹地的两个内陆封闭大湖——扎日南木错和当惹雍错的水深分布和现代湖水基本特征.测深结果显示扎日南木错大部分湖区水下地形较为平坦,最大水深为71.55m;当惹雍错实测最大水深为214.48m,是青藏高原上已知最深的湖泊,也是我国已知的第二深水湖.湖水理化性质显示在垂直方向上两湖都呈现明显的分层结构,温跃层的温度梯度分别为1.1℃/m和0.57℃/m,当惹雍错底层水温最低仅为1.6℃;两湖表水层的电导率分别高达18500μS/cm和12900μS/cm;两湖表水层pH都超过10,而底层水的pH都降低到5左右,上下层湖水显示了不同的酸碱性质.湖水电导率和溶解氧在温跃层都具有同步跃变特征,反映了温度对湖水性质的影响. 相似文献
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Alan M. Davies 《Continental Shelf Research》1982,2(4):275-300
A numerical formulation is developed to solve the three-dimensional hydrodynamic equations which describe flow in a stratified sea.Arbitrary continuous physically realistic variations of density and eddy viscosity can be included in the model, which is sufficiently flexible to be applicable to sea areas of any horizontal extent and depth. A continuous current profile from sea surface to sea bed, is computed with the model. A method for expanding computed current profiles in terms of vertical modes is proposed and the contribution of these modes to the current profiles is considered.The time variation of the wind-induced circulation of a stratified lake in response to a suddenly imposed and maintained wind stress is examined. Calculations show that the wind-driven surface current is modulated by the internal seiche motion of the lake. 相似文献
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定常风对鄱阳湖水动力的影响 总被引：3，自引：3，他引：0
鄱阳湖属大风区,风场作为仅次于流域"五河"倾泻和长江顶托作用的另一重要驱动力,或在某些时刻影响局部区域的水流结构,进而影响局部水体中泥沙、污染物、营养盐等物质的输移和扩散.基于鄱阳湖二维水动力数学模型,模拟定常风场条件下的鄱阳湖流场分布及环流形式,并与无风条件下的水流时空结构进行对比.结果表明:3.03 m/s的NE向和SSW向定常风对湖泊水位影响微弱;对流速的影响主要集中在7月中旬至9月底的"湖相"期;其影响区域主要分布在湖区中部大湖面偏西岸及东部湖湾,约占湖泊最大水面积的16%;上述区域出现明显环流,环流结构具有时空异质性特点,环流区流速普遍增至无风时的两倍以上;NE向和SSW向风场产生的环流位置相近,方向相反.相比于以往鄱阳湖水动力研究中对风场的忽略,本次研究揭示了定常风场对鄱阳湖的重点影响区域、影响程度及影响形式,可为泥沙及污染物输移模拟中对风场条件的处理及可能带来的误差与误差的空间分布提供重要依据. 相似文献
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E. A. Thomas 《Aquatic Sciences - Research Across Boundaries》1949,11(3-4):527-545
Summary During the thermocline tilt, observed in November 1947 in Lake Zürich, a difference in level of 16 m was found between the
highest point (Quaibrücke) and the equivalent lowest point (middle of the Lake St?fa-Ufenau). The “fulcrum” line of this tilt
was found somewhat N. of the deepest point and probably ran somewhat diagonally across the lake (e. g. Herrliberg-Rüschlikon)
as a result of the angle between the W. wind and the longitudinal axis of the lake. Westerly storms, lasting for four days,
transported enormous masses of warm, oxygen- and plankton-rich surface water up the lake; while hypolimnion water streamed
down the lake in depths of 20 to 60 m. Attention is drawn to the physical and biological effects and to the frequency of these
wind-induced drifts, which certainly should receive more attention in Swiss lakes.
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We report a two-dimensional multi-block lattice Boltzmann model for solute transport in shallow water flows, which is developed based on the advection–diffusion equation for mass transport and the shallow water equations for the flows. A weighting factor is included in the centered scheme for improved accuracy. The model is firstly verified by simulating three benchmark tests: wind-driven circulation in a dish-shaped lake, jet-forced flow in a circular basin, and flow formed by two parallel streams containing different uniform concentrations at the same constant velocity; and then it is applied to a practical wind-induced flow, Baiyangdian Lake, which is characterized by irregular geometries and complex bathymetries. The numerical results have shown that the model is able to produce accurate and detailed results for both water flows and solute transport, which is attractive, especially for flows in narrow zones of practical terrains and certain areas with largely varying pollutant concentrations. 相似文献
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鄱阳湖水利枢纽工程对鄱阳湖水文水动力影响的模拟 总被引：5，自引：4，他引：1
水流情势变化是河湖生态系统演变最主要的驱动力,拟建的鄱阳湖水利枢纽工程对鄱阳湖水文水动力会产生何种影响是一个值得深入研究的问题.本研究基于EFDC模型构建了鄱阳湖水动力的二维模型,并按照规划中的鄱阳湖水利枢纽工程调度方案,通过丰平枯典型年份的情景模拟,探讨了鄱阳湖水利枢纽工程运行调度方案对湖泊水文水动力的可能影响.模拟结果表明:不同情景年型鄱阳湖水利枢纽工程低枯水位生态调节期(12月1日至3月底4月初)中11 m控制水位对该时期湖泊平均水位的抬升程度明显,2010年(丰水年)11 m控制水位对枯水期湖泊平均水位的最大抬升为2.59 m,2000年(平水年)枯水期湖泊的平均水位最大抬升为2.68 m,而2004年(枯水年)枯水期湖泊的平均水位最大抬升为4.35 m.枯水期水位的抬升,使不同年型不同湖区的枯水期平均流速、最大流速和最小流速都有不同程度的减小,其中以入江河道为最,2000年和2010年枯水期平均流速降幅在44%以上,2004年(枯水年)枯水期的平均降速范围在50%以上,而对两大保护区的影响则较小.对流场格局的影响方面,主要表现在有枢纽时由于低枯水期的11 m水位控制,棠荫以北尤其是入江河道的流场与无枢纽时的流场表现出明显的不同;棠荫以南的湖区,当赣江中支和赣江南支的来水较大时,在棠荫附近及松门山以南的湖区会呈现出较大的水面.同时由于枯水期的水位抬升和流速减小,水利枢纽工程对湖泊换水周期的作用明显,不同年型的换水周期都受到不同程度的影响,2004年枢纽控水过程使控水期间的平均换水周期增加了5.6 d,影响程度达26.1%;模型模拟结果可以揭示在目前调度方案下,水利枢纽工程对鄱阳湖水文水动力的影响程度,为进一步定量分析鄱阳湖水利枢纽工程对湖泊水质和生态系统演化及其可能造成的影响提供必要的基础支撑. 相似文献
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Alan M. Davies 《Continental Shelf Research》1985,4(4):389-423
A three-dimensional numerical sea model is formulated in terms of sigma coordinates in the vertical. The vertical grid spacing in the model is arbitrary and can be refined to give enhanced resolution in high shear regions (e.g., close to the sea surface in wind-driven flows, and/or across the thermocline in stratified flows). A method of accurately determining surface currents and indicating how fine a grid is required in the surface layer is described.The problem of determining a suitable formulation of vertical eddy viscosity to use in a model of wind-induced flow in a tidal sea is considered in detail. A formulation in which surface eddy viscosity depends upon the roughness of the sea surface and the transfer of momentum to depth by surface waves appears reasonable. Below the surface layer turbulence is related to the current at depth.Idealized calculations are performed to demonstrate the accuracy and stability of the sigma coordinate model. Results of these calculations indicate that the formulation of eddy viscosity developed in this paper can explain the high surface shears reported in lake measurements of wind-induced surface currents, and the lack of shear under strong wind conditions in the open sea (GORDON, 1982, Journal of Geophysical Research, 87, 1939–1951).Surface current to surface wind ratio are also computed. 相似文献
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An analytical solution is obtained for the wind-driven steady flow developing under the action of the Coriolis acceleration in a closed basin of elongated shape. Different from the traditional Ekman approach, which determines the velocity distribution along a water column given the free surface shear stress and pressure gradient, here the flow field is solved in the whole cross-section considering the lateral transfer of momentum due to the horizontal eddy viscosity. The solution is derived exploiting a perturbation method, whereby the inverse of the Ekman number is assumed small, and imposing a wind aligned with the main axis of the lake. In the central part of the lake a secondary circulation develops producing downwelling along the right hand side (in the northern hemisphere) and upwelling along the opposite side, whose intensity is modulated by the turbulence anisotropy. The modification of the primary flow is considered as well. The solution, which is also compared with numerical results, is obtained for simplified conditions, but the extension to more general cases is discussed. 相似文献