高浓热盐水在胶州湾潮流作用下的输移扩散规律研究

水电联产已经成为目前大型海水淡化工程的主要建设模式,然而海水淡化过程产生的高浓热盐水直接排海对受纳水体的污染是1个有待解决的重要问题.为建立一个能够较准确地模拟高浓热盐水排入海洋中的输移扩散情况的三维数学模型,用来预测高浓热盐水进入海洋水体后经湍动混合与输移扩散后的时空分布特性,揭示高浓热盐水在潮流作用下的运动及演变规律,进而对排放影响作出分析判断.采用文中建立的数学模型对胶州湾西岸的某电厂高浓热盐水表面排海问题进行数值模拟,研究表明该模型较好地模拟和复演了胶州湾的潮流场和高浓热盐水输移扩散情况,规则半日潮流对浓盐水的输移扩散起着决定性作用,通过比较不同排放口底层温度升高和盐度升高等值线包络面积得出较合理的排放口选址.该模型为合理布置水电联产设备的取水口和排放口位置提供了有效途径,为沿海水电联产产物浓盐水排放后对近海水域的环境污染控制具有一定的实际意义和理论价值.     

潮汐潮流三维数值模拟在庄河电厂温排水问题中的应用

基于POM模式,本文应用了考虑了四个主要分潮(M_2,S_2,K_1,O_1)的三维数值模式,对北黄海近岸的庄河电厂附近海域进行了数值模拟潮汐潮流的三维数值模拟。用模拟流场,对电厂的温排水进行的模拟结果表明,大约在模拟15d后,温升场可以达到基本稳定。另外,温排水的排水口设在表层、中层、底层三种情况下,排水口取在表层时,对海域的温升影响范围较小。,2000     

围海造陆条件下排海高温浓盐水对渤海湾温盐场分布影响模拟及预测

自2000年以来围绕渤海湾的围海工程剧增,致使工程区附近潮流场发生变化,进而影响排海高温浓盐水的时空分布特征。本文通过建立2000年和2015年两种不同岸线、地形条件下的三维数学模型对渤海湾沿岸3个电厂高温浓盐水表层排海问题进行模拟,研究结果表明,渤海湾的潮流场和高温浓盐水输移扩散特征在近十几年发生了较大变化:工程后,渤海湾平均盐度增大0.203,平均温度升高了0.105℃,同时曹妃甸附近海域浓盐水输移扩散速度明显增加。增大排放口流量至12.7 m3/s,湾内最高温度为26.46℃,较2015年最高温度增加了2.72℃。本文模型可准确模拟及预测排海废水盐度、温度分布特征,为合理布置水电联产设备排放口的位置提供理论基础。     

晋江海域海水淡化工程浓盐水排海方案研究

为科学选择海水淡化浓盐水排海方案,运用MIKE3数值模拟软件,选取福建晋江附近海域,建立了海水淡化浓盐水排海三维数值模型,模型水位振幅误差在10 cm以内,流速、流向计算结果与实测值变化规律一致,精度符合要求。考虑多端口、排放口间距、喷射速度等因素对浓盐水稀释的影响,选取了4种不同的浓盐水排放方案,开展了海水淡化浓盐水排放扩散模拟,计算了不同排海方案下盐升包络面积。结果表明,晋江海域浓盐水排放量为3.5万t/d的海水淡化工程采用扩散器后盐升分布面积显著减少,采用多个排放口且每个排放口多个端口喷射的排放方案,可明显增强浓盐水在受纳海域中的扩散稀释效果,盐升3的分布面积可减少近一半。建议加强我国海水淡化工程浓盐水排海扩散器的研究与应用,保护受纳海域海洋生态环境。     

庆良间水道的水交换对东海黑潮水团特性的影响

庆良间水道水交换对其上下游东海黑潮的流量和水团特性的变异都起到了非常重要的作用,本文通过将历史观测的WOD资料插值为1/8°×1/8°的网格化数据,估算了庆良间水道的地转流通量特征,然后结合Argo浮标数据讨论了庆良间水道的水交换对东海黑潮水团特性的影响,研究结果表明:(1)西太平洋通过庆良间水道流入东海冲绳海槽主要发生在水道的次表层,并且次表层的入侵可能跟庆良间水道东部的琉球流有关;(2)庆良间水道上下游黑潮的水团特性由于受到来自庆良间水道的动力混合作用导致其存在差异。黑潮次表层高盐水到达冲绳附近之后盐度略微增加,深度略微变浅,然而黑潮中层低盐水的盐度显著减小,深度明显加深;(3)庆良间水道上下游东海黑潮的次表层高盐水和中层低盐水其盐度的季节变化规律不一致。次表层高盐水盐度的季节变化可能同时受到庆良间水道的流量和表层淡水通量的影响,在冬季最强,夏季最弱,然而中层低盐水盐度的季节变化主要受庆良间水道流量的影响,在秋季最强,夏季最弱。     

乳山湾邻近海域波浪特征要素规律研究

基于高分辨率MASNUM第三代海浪模式并根据Yuan等(2009)提出的波浪破碎统计物理模型,对乳山湾外海2008年各个季节波浪特征要素(有效波高和跨零周期等)与波浪破碎参数(白冠覆盖率、卷入深度和破碎能量损耗率)进行了数值模拟。利用Janson-1卫星高度计观测资料对有效波高模拟结果进行了检验,平均误差在0.17m左右。模拟结果显示,该海域波浪参数具有明显的季节变化特征,在2008-08乳山湾邻近海域受大风天气过程影响期间,有效波高在1.0~1.8m,破碎参数变化显著,白冠覆盖率最大达4.5%,卷入深度在1.5m以上,相应的破碎能量损耗率量值在6~11kg/s3。结果表明,波浪破碎过程对该区域海洋动力环境有着重要影响,是造成乳山湾口表层高溶解氧的可能机制之一。     

长江口海域污染物入海扩散模拟研究

长江口地形复杂,水动力过程也极为复杂,模拟污染物的三维扩散也十分困难。本文基于三维海洋模型FVCOM和示踪剂扩散技术,模拟上海市石洞口、竹园、白龙港和新和4大排污口的污染物质在长江口的扩散分布,分析污染物在水体表层、中层、底层的扩散特性及其影响范围。研究表明长江口污染物的扩散在垂向上分布差异不大,在长江口内污染物由于受到长江径流影响较大,虽然水平分布存在往复运动的现象,但总体趋势是向长江口扩散的。当污染物流出长江口以后,受潮流的影响较大,逐渐向外海扩散,最终部分污染物会扩散进杭州湾,排污口的污染物质会对排污口沿岸、上海中华鲟自然保护区上海九段沙湿地国家级自然保护区造成生态影响,对上海市的饮用水源地不会造成影响。     

东山湾波浪对悬沙浓度场影响的数值模拟研究

研究了波致底切应力和二维辐射应力对悬沙的作用.首先对东山湾的水动力进行了数值模拟并与实测资料进行了对比检验,然后对东山湾悬浮泥沙进行了考虑波浪和不考虑波浪两种情况下的数值模拟并与实测资料进行了相关对比分析.在模式建立过程中,依据东山湾独特的窄口型半封闭河口海湾的特点,基于ECOMSED模式（2002）建立了东山湾三维水动力模型,并通过第三代海浪模式MASNUM加入了波浪对底切应力及辐射应力的影响,通过ECOMSED中的底边界层模型考虑了波浪增强底摩擦的作用,综合分析了东山湾的水动力及泥沙状况.结果表明在东山湾数值模拟中,该模式能较好地模拟这类海域的水动力及泥沙输运状况.在东山湾模拟计算中,潮流的作用强于波浪的作用,但考虑波浪因素后,泥沙模拟结果更好.在波浪的作用中,底切应力相比于二维辐射应力占有绝对的优势,两者相差2个量级以上,因此可以不考虑二维辐射应力的影响.     

网衣对波浪传播影响的三维数值模拟

为研究网衣对波浪传播的影响,采用多孔介质模型模拟网衣,建立了模拟网衣与波浪相互作用的三维数值波浪水槽模型。基于该数值模型研究了波浪经过网衣作用后波高衰减的变化规律,并与物理模型试验结果进行比较。通过对比数值模拟和物理模型试验的结果,证明了该三维数值模型模拟网衣对波浪传播影响的可行性。     

垂向变化的波浪辐射应力影响下流场数值研究

采用浪流沙耦合模型COHEREN-SED模型进行黄河三角洲的海流三维运动数值模拟。文中将垂向平均的波浪辐射应力与垂向变化的波浪辐射应力引入至COHERENS-SED,通过该模型进行波浪辐射应力影响下的海流场演变数值研究。研究结果显示波浪辐射应力的存在显著改变了水深小于5m的流场。垂向变化的辐射应力则使得其表层波生沿岸流速大于传统的垂向均匀辐射应力引起的波生沿岸流速,底层则刚好相反。当波浪强度很大时,流场中的波生沿岸流对水深较浅的海岸区海流场影响较大。     

Hyperbolic Mild Slope Equations with Inclusion of Amplitude Dispersion Effect: Random Waves

New hyperbolic mild slope equations for random waves are developed with the inclusion of amplitude dispersion. The frequency perturbation around the peak frequency of random waves is adopted to extend the equations for regular waves to random waves. The nonlinear effect of amplitude dispersion is incorporated approximately into the model by only considering the nonlinear effect on the carrier waves of random waves, which is done by introducing a representative wave amplitude for the carrier waves. The computation time is greatly saved by the introduction of the representative wave amplitude. The extension of the present model to breaking waves is also considered in order to apply the new equations to surf zone. The model is validated for random waves propagate over a shoal and in surf zone against measurements.     

地形对陆架拦截波性质及机制的影响

陆架波的性质如频散关系、形成机制等受地形影响。研究地形对陆架波的性质影响具有重要意义。基于陆架拦截波理论,数值计算了分段线性地形下不同宽度陆架上陆架拦截波的频散关系、长波假设下波动的相速度、阻尼情况下的波动耗散率以及强迫波的外力影响因子。分析了陆架宽度及坡度对自由及强迫陆架拦截波性质的影响。陆架宽度影响陆架拦截波的频散关系。陆架变宽,使得长波频散曲线的斜率增大。陆架宽度的增加使第一模态陆架拦截波有明显的性质变化:相速度增大,波动受辐散影响的程度变大,摩擦衰减距离增大,且风应力旋度在波动的生成机制中起到的作用渐强。在宽的陆架上,研究陆架拦截波的生成及强迫波的振幅时,应充分考虑风应力旋度的作用。第二、三模态波动的相速度受陆架坡度的影响较大,但摩擦衰减距离基本都在200km左右,几乎不随陆架宽度改变,属于局地波。     

参数化浅海流体动力学模型中的耗散与频散

对几个参数化浅海流体动力学模型的耗散性和频散关系进行了理论分析,提出三点结论:1.深度平均(或积分)的浅海流体动力学模式不能充分表达湍耗散;2.浅海中的强耗散将对长波振荡具有本质的影响;3.几种不同的湍参数化动力模型将对长波产生不同的频散效应。     

波浪作用下近岸区污染物输移扩散的数学模型及其实验验证

在近岸缓坡浅水海岸,波浪破碎产生沿岸流是近岸海域流场的重要组成部分,它对污染物输移扩散规律的影响重大,在高阶近似抛物化缓坡方程求解大面积波浪场基础上,建立了波浪作用下污染物输移扩散数学模型.计算结果与不同坡度均匀斜坡地形上具有不同波高、周期的规则波及不规则波浪作用下污染物输移扩散实验结果进行了比较,分析了各种因素对波浪作用下沿岸流分布规律影响,所得结论认为地形坡度及入射波高对污染物输移扩散的影响较大,波浪作用将使缓坡海滩上污染物的输移扩散平行岸线方向.     

Shear Flow Dispersion Under Wave and Current

The longitudinal dispersion of solute in open channel flow with short period progressive waves is investigated. The waves induce second order drift velocity in the direction of propagation and enhance the mixing process in concurrent direction. The 1-D wave-period-averaged dispersion equation is derived and an expression for the wave-current induced longitudinal dispersion coefficient (WCLDC) is proposed based on Fischer's expression (1979) for dispersion in unidirectional flow. The result shows that the effect of waves on dispersion is mainly due to the cross-sectional variation of the drift velocity. Furthermore, to obtain a more practical expression of the WCLDC, the longitudinal dispersion coefficient due to Seo and Cheong (1998) is modified to incluee the effect of drift velocity. Laboratory experiments have been conducted to verify the proposed expression. The experimental results, together with dimensional analysis, show that the wave effect can be reflected by the ratio between the wave amplitude and wave period. A comparative study between the cases with and without waves demonstrates that the magnitude of the longitudinal dispersion coefficient is increased under the presence of waves.     

A mathematical representation of random gravity waves in the ocean

We give a mathematical representation of random ocean surface waves in the gravity-wave regime. The so-called random gravity waves are treated as an asymptotic phenomenon when the wind pressure acting on the surface and the dissipation become negligible. We adopt a phenomenological model for the wind pressure such that it excites a surface consisting of wind-driven sea and swell. Starting from the Navier-Stokes equations, we derive a general system of the first-order perturbation equations governing the surface waves, and solve them with this wind pressure as the excitation. The resulting solution is decomposed into a part which is asymptotically dominant and another which is asymptotically negligible. The former consists of two groups: one which is a sum of superpositions of uncorrelated plane waves having approximate dispersion relations and the other a sum of random plane waves with their wavenumbers and frequencies approximately satisfying the dispersion relation. They correspond to the dominant parts of the wind-driven sea and the swell, respectively. Finally, we derive a limiting form of the directional-frequency spectrum in the gravity-wave regime.     

Nonlinear Dispersion Relation in Wave Transformation

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On the application of a particle dispersion model

This paper is concerned with the modeling of particle transport at the Safaniya sea area. It presents the modeling aspects of a marine environment impact study at the Safaniya offshore facility. The offshore facility has continuous discharges of hypochlorite concentration, sanitary waste water, oily water, brine, and sea cooling water. The dispersion of pollutants in the Safaniya sea area is analyzed with the aid of a particle dispersion model. The dispersion of a continuous discharge from the offshore platform is simulated for typical meteorological conditions during the seasons of winter, spring, summer, and fall. Maximum average pollutant concentrations are obtained at various depths. A time series of pollutant concentration near the location of the discharge is constructed. The sea areas affected by the discharge are computed. The dispersion of a hypochlorite concentrate with concentration of 2 ppm is analyzed. Results indicate that the average chlorine concentration has a maximum of 0.27 × 10⁻² ppm.     

The resonant generation of shelf waves by a moving cyclone

The resonant generation of shelf waves by the local atmospheric disturbance displacing longshore is considered. The model, which is more precise compared with that in refs 3 and 4 owing to the consideration of dispersion of the trapped waves, was applied to the analysis. It is shown that comparatively low-frequency waves are generated most effectively when the cyclone displacement rate is close to the maximum phase velocity of a single shelf mode.Translated by Mikhail M. Trufanov.     

Spectral characteristics of Rossby waves in the Northwestern Pacific based on satellite altimetry

Using satellite altimetry measurement data for 1993–2013, we study the spectral characteristics of Rossby waves in the Northwestern Pacific (25°–50° N, 140°–180° E). For each latitude degree, we draw integral plots of spectral power density calculated with a two-dimensional Fourier transform (2D-FFT). We compare the dispersion equations of Rossby waves calculated from the WKB-approximation and an approximation of a two-layer ocean model with the empirical velocities determined by the slope of isopleths by the Radon method; also, we compare the dispersion equations with the spectral distributions of level variations. It is shown that the main energy of Rossby waves in the Northwestern Pacific corresponds to the first baroclinic mode. At almost all latitudes, there is good agreement between the empirical phase velocities calculated by isopleths by the Radon method and the theoretical values; also, the spectral peaks correspond to graphs of the dispersion equations for the first baroclinic mode Rossby waves, except for the Kuroshio region, where some peaks correspond to the second mode.