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1.
沿海港口电厂温排水、废水远区影响数值模拟 总被引：4，自引：1，他引：4
本文采用二维浅水方程和对流扩散方程,模拟沿海港口电厂温排水、废水排放后在远区水域的稀释扩散过程,并用ADI方法求解,对拟建厦门嵩屿电厂温排水、废水排放于附近海域的温度场及浓度场进行计算,结果表明以ADI方法建立起来的二维温排水数值模型来模拟电厂温排水在港湾河口稀释扩散过程是可行的,但存在固有的局限性,本文只适用于远区的垂直平均状况。 相似文献
2.
热扩散预测方法研究概况 Ⅱ.热扩散的研究现状 总被引：1，自引：0，他引：1
1 二维热扩散预测方法经典的二维流体动力学模型,在解决一些大洋问题、近海的水位和瞬时输运问题确实是有效的,所以至今在某些方面还沿用不衰。近年来,二维海洋流体动力学模型被广泛地用于热扩散的研究中,主要是用来预测热扩散远区的温升分布。例如:李燕初等[1]采用二维ADI法数值计算了电厂排放的冷却水对远区的影响;中国科学院南海海洋研究所1利用二维有限体积法计算了海口火电厂排放的冷却水对海域环境的影响;河海大学2运用EDF-LNH开发的二维有限元方法模拟计算大亚湾核电站排放的废热水对远区的影响;Ri-ou[7]建立了一种二维模型,将… 相似文献
3.
海岸河口三维潮流数学模型 总被引：1，自引：0，他引：1
本文采用有限元法建立了适用于海岸河口浅水地区的三维潮流数学模型，垂向采用绝对分层坐标系统，将整个水柱分成若干层，在每层内通过垂向积分平均，将三维问题简化为多个平面二维问题。在求解有限元方程中，引入集中质量矩阵技术，在时间上采用两步ＬａｘＷｅｎｄｒｏｆｆ格式，使有限元方程直接以显式解出，不需联立求解，节省了大量的计算时间和计算内存，通过模拟表面切应力作用在矩形水地上而引起的水流，计算结果与分析解比较一致，并将本模型应用到香港维多利亚水道中，计算结果与实测值亦符合较好，证明本模型是一个实用而有效的三维潮流数学模型。 相似文献
4.
我国一般采用二维数值模型和物理模型相结合的方式对滨海核电厂的温排水影响范围进行评价,二维数值模型难以模拟近区水流和温排水的分布规律,而开展物理模型试验所需费用高、周期长。CORMIX是在浮射流理论分析和物理模型试验的基础上开发的,对近区的稀释扩散特征模拟结果较好,且使用简单快捷、成本低。本文以我国某滨海核电厂温排水影响范围的模拟为算例,对CORMIX与二维数模、物模进行比较,结果表明,CORMIX对于近区的模拟结果优于二维数模,与物模试验结果的一致性较好。同时,本文还对CORMIX在滨海地区的适用性进行探讨,对于岸线规律、水下地形开阔的区域,CORMIX可作为温排水近区模拟的首选方法。 相似文献
5.
为研究感潮河段温排水的扩散规律及其与地形地貌的响应关系,建立了二维温排水数学模型,模拟了不同径流量条件下小清河下游感潮河段及河口外海域温排水扩散影响,以期对滨海电厂建设和温排水扩散研究提供借鉴。研究表明,针对小清河感潮河段弯曲、河道狭窄、河口两侧潮滩宽阔的特点,采用三角形与矩形网格嵌套的方法,能够更为准确地拟合实际岸线和地形地貌特征;采用动边界处理方法能较好地反映河口潮滩潮流场和温排水扩散特征。受小清河河口地形地貌的影响,温排水主要沿河口向上游或下游扩散,水深浅于–3 m温排水扩散面积占总面积的70%以上;小清河口外海域和取水口温升与潮位和径流量之间存在一定的相关关系。 相似文献
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针对潮流具有顺岸往复流特征的海湾,以某核电厂为例,采用小变态物理模型开展了温排水输运特性的模拟研究。通过分析工程海域岸线、地形及潮流特点,结合设计与环保要求,依据差位式理论提出"近岸明渠分散取水、离岸明渠集中排水"的取排水总体布局。采用全潮水文测验资料进行了定点潮位及潮流流速、流向的验证,在此基础上深入研究了温排水的随潮演变过程、温升分布特点及电厂取水温升变化规律。研究结果表明,温排水在顺岸往复潮流作用下热水带呈伴岸窄带型分布,采用差位式取排水布置对有效降低电厂取水温升、减小温排水对环境的影响具有明显效果。研究成果可为工程设计与环境影响评价提供科学依据。 相似文献
8.
对于粉沙淤泥质河口和海岸,海底泥沙受潮流作用主要以悬沙形式输运。在这样的海区建港与疏浚航道,需要首先进行泥沙淤积问题的研究。本文采用潮流作用下不平衡方程式、挟沙能力公式和起动流速公式,建立了潮流作用下河口悬沙运动二维数学模型,在对二维悬沙不平衡输沙方程和海底变形方程进行离散时直接采用显式迎风格式,得到了较好的结果。在此基础上,将该模型应用于实际水域,结果表明,该数学模型能够模拟河口的悬沙运动规律和冲淤变化,对于水流较大的海域该模型有一定的应用价值 相似文献
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在潮流数值模拟的基础上,建立余氯的二维输运-扩散模型.并将模型应用于胶南发电厂温排水工程,预测了胶南发电厂温排水中余氯排海后在海洋中的浓度分布,并计算其造成的渔业损失量,为我国以自然水为冷却用水的企业确定水体加氯浓度和制定冷却水余氯排放标准提供科学依据,并为电厂的渔业资源补偿提供参考. 相似文献
11.
A Tidal Power Plant (TPP) is being constructed in the middle section of the existing Lake Sihwa dike located near the southern Incheon Port in Korea. The project, which will be completed in 2010, is to harness the largest tidal energy in the Kyeonggi Bay in the eastern Yellow Sea. While noting the current progress in terms of plant construction, this paper outlines the overall project in the tidal regime and uses predictive local flow modeling. The results of two-dimensional finite element method simulations that predict the real-time tidal characteristics during the construction and after the completion of the tidal power plant are presented, including a method to estimate the electricity output from the plant in the future. 相似文献
12.
A model for solving the two-dimensional enhanced Boussinesq equations is presented. The model equations are discretised in space using an unstructured finite element technique. The standard Galerkin method with mixed interpolation is applied. The time discretisation is performed using an explicit three-step Taylor–Galerkin method. The model is extended to the surf and swash zone by inclusion of wave breaking and a moving boundary at the shoreline. Breaking is treated by an existing surface roller model, but a new procedure for the detection of the roller thickness is devised. The model is verified using four test cases and the results are compared with experimental data and results from an existing finite difference Boussinesq model. 相似文献
13.
A two-dimensional coastal ocean model based on unstructured C-grid is built, in which the momentum equation is discretized on the faces of each cell, and the continuity equation is discretized on the cell. The model is discretized by semi-implicit finite volume method, in that the free surface is semi-implicit and the bottom friction is implicit, thereby removing stability limitations associated with the surface gravity wave and friction. The remaining terms in the momentum equations are discretized explicitly by integral finite volume method and second-order Adams-Bashforth method. Tidal flow in the polar quadrant with known analytic solution is employed to test the proposed model. Finally, the performance of the present model to simulate tidal flow in a geometrically complex domain is examined by simulation of tidal currents in the Pearl River Estuary. 相似文献
14.
In this study, the Navier-Stokes equations and the pressure Poisson equation for two-dimensional time-dependent viscous flows are solved with a finite difference method in a curvilinear coordinate system. With this numerical procedure, the vortex shedding flow past a circular cylinder near a wall is investigated. The flow is calculated for a broad range of gap ratios for different Reynolds numbers ranging from 80 to 1000. Based on the numerical solutions, the vortex shedding is observed using various methods, and the mechanism for the vortex shedding suppression at small gap ratios is analyzed. The critical gap ratio at which the vortex shedding is suppressed is identified at different Reynolds numbers. 相似文献
15.
《Coastal Engineering》1988,12(2):157-174
Depth-averaged, one-dimensional and two-dimensional numerical models of bed and suspended particulate sediment transport provide unreliable answers for siltation and erosion quantities in situations dominated by three-dimensional flow patterns, as occur in harbour entrances due to flow separation and wind and density currents. Consequently, a numerical scheme has been developed which solves the complete three-dimensional diffusion-advection equation for suspended sediment concentration and thereby makes possible the study of siltation problems in complex, three-dimensional flows. The model analogue is based on a splitting technique and employs a mixed characteristics and finite difference approach. The accuracy and usefulness of the resulting scheme have been investigated by applying it to a number of hypothetical situations and to a laboratory situation involving the transport and dispersal of lightweight sediment. The results of the various tests show that the proposed approach works well and provides a useful basis for the study of practical problems. 相似文献
16.
The incompressible viscous shear flow past a circular cylinder is analyzed by solving two-dimensional Navier-Stokes equations and pressure Poisson equation using a finite difference method. The shear flow is calculated for Reynolds numbers from 80 to 1000, and shear parameters up to 0.25. The numerical results indicate that the vortex shedding persists at the shear parameters up to 0.25 for the present Reynolds number range. The Strouhal number and the drag coefficient decrease as the shear parameter increases. There is a transverse force acting from the high velocity side toward the low velocity side in the shear flow. 相似文献
17.
A technique for predicting the bubble growth along a two-dimensional hydrofoil with traveling bubble cavitation is presented. The method is based on the dynamic response of ambient microbubbles to the flow field and the subsequent diffusion of dissolved air into the flow field cavities. The bubble growth model is divided into three components, including the prediction of 1) the hydrofoil surface pressure distribution, 2) the ambient microbubble response to the pressure distribution, and 3) the diffusive mass flow rate. The hydrofoil velocity and pressure field is determined by two-dimensional thin airfoil theory. The microbubble response to the pressure field is given by the Rayleigh-Plesset equation with the addition of a mass diffusion term. The diffusion of dissolved gasses into the cavitation bubbles is determined by a solution to the steady-state diffusion equation under spherically symmetric convective flow. Results are given for the bubble wake of a NACA 66-006 (a = 0.8 meanline) hydrofoil with traveling bubble cavitation. The effect of the relative velocity of the cavitation bubbles with respect to the surrounding water is investigated as well as the significance of the mass diffusion term in the Rayleigh-Plesset equation. 相似文献
18.
The present study develops a numerical model of the two-dimensional fully nonlinear shallow water equations （NSWE） for the wave run-up on a beach. The finite volume method （FVM） is used to solve the equations, and a second-order explicit scheme is developed to improve the computation efficiency. The numerical fluxes are obtained by the two dimensional Roe＇ s flux function to overcome the errors caused by the use of one dimensional fluxes in dimension splitting methods. The high-resolution Godunov-type TVD upwind scheme is employed and a second-order accuracy is achieved based on monotonic upstream schemes for conservation laws （MUSCL） variable extrapolation; a nonlinear limiter is applied to prevent unwanted spurious oscillation. A simple but efficient technique is adopted to deal with the moving shoreline boundary. The verification of the solution technique is carried out by comparing the model output with documented results and it shows that the solution technique is robust. 相似文献
19.
James R. Houston 《Applied Ocean Research》1981,3(4):163-170
A two-dimensional finite element numerical model is presented that calculates combined refraction and diffraction of short waves. The wave equation solved governs the propagation of periodic, small amplitude surface gravity waves over a variable depth seabed of mild slope. An efficient computational scheme is employed that allows the solution of practical problems that typically require large computational grids. Comparisons are presented between the finite element model calculations and an analytical solution, a two-dimensional numerical solution, a three-dimensional numerical solution, and measurements from a hydraulic model. 相似文献
20.
Motoyoshi Ikeda 《Journal of Oceanography》2003,59(1):79-86
An approximate variational method is proposed to assimilate an oceanographic data set with a numerical ocean model. In the
approximate method, the adjoint equation to a governing equation is derived and then converted to a finite difference form,
in contrast to the ordinary, exact variational method which is composed of a finite difference equation adjoint to the finite
difference governing equation. A cumbersome derivation of the adjoint equation is avoided, and finite difference schemes used
for the original governing equation are easily utilized for the adjoint equation. This method has been verified with twin
experiments. The flow field in the twin experiments is composed of dipole eddies in a two-layer quasi-geostrophic model. Initial
and boundary conditions are control variables. The descent converges towards the exact field within 50 iterations, showing
that the fundamental problem of the method (an unstable descent with a large number of iterations) does not appear. The approximate
method is promising and should be tried with real data.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献