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Numerical Modeling of Sediment Transport and Its Effect on Algal Biomass Distribution in Lake Pontchartrain Due to Flood Release from Bonnet CarréSpillway
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作者 Xiaobo Chao Yafei Jia A. K. M. Azad Hossain 《Journal of Geoscience and Environment Protection》 2016年第9期64-79,共16页
In order to protect the city of New Orleans from the Mississippi River flooding, the Bonnet Carré Spillway (BCS) was constructed from 1929 to 1936 to divert flood water from the river into Lake Pontchartrain and ... In order to protect the city of New Orleans from the Mississippi River flooding, the Bonnet Carré Spillway (BCS) was constructed from 1929 to 1936 to divert flood water from the river into Lake Pontchartrain and then into the Gulf of Mexico. During the BCS opening for flood release, large amounts of freshwater, nutrients, sediment, etc. were discharged into Lake Pontchartrain, and caused a lot of environmental problems. To evaluate the environmental impacts of the flood water on lake ecosystems, a two-dimensional numerical model was developed based on CCHE2D and applied to simulate the flow circulation, sediment transport and algal biomass distribution in Lake Pontchartrain. The effect of sediment concentration on the growth of algae was considered in the model. The numerical model was calibrated using field measured data provided by USGS, and then it was validated by the BCS Opening Event in 1997. The simulated results were generally in good agreement with filed data and satellite imagery. The field observation and numerical model show that during the spillway opening for flood release, the sediment concentration is very high, which greatly restricts the growth of algae, so there is no algal bloom observed in the lake. After the closure of BCS, the sediment concentration in the lake reduces gradually, and the nutrient concentration of the lake is still high. Under these conditions, numerical results and satellite imagery showed that the chlorophyll concentration was high and algal bloom might occur. 展开更多
关键词 2d Numerical Model Flow Circulation sediment transport Algal Bloom Bonnet Carré Spillway Lake Pontchartrain
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Regional-Scale Study on Sediment Processes of Khuran Strait at Persian Gulf with Implications for Engineering Design 被引量:1
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作者 A. Shanehsazzadeh H. Ardalan 《China Ocean Engineering》 SCIE EI CSCD 2019年第3期356-364,共9页
In this article, the sediment transport processes in the Khuran Strait between the mainland Iran and Qeshm Island at North Central Persian Gulf are studied in regional scale in a comprehensive manner. The objectives o... In this article, the sediment transport processes in the Khuran Strait between the mainland Iran and Qeshm Island at North Central Persian Gulf are studied in regional scale in a comprehensive manner. The objectives of this study include defining the type and origin of the sediment, the influencing factors, and the dominant mode of sediment transport. Four possible scenarios of sediment processes in terms of sediment sources and influential environmental forces are examined. The results of the conceptual and 2D numerical model of MIKE21 applied for this purposes indicate that the sediment sources in the transport processes are mainly provided by the sediments suspended from the central and eastern zones of the strait bed. Other sources including input from rivers do not have direct influence on the processes. The results are applied to the study of morphological changes for engineering applications including the pattern and amount of deposit in the Rajaee port approach channel and harbor basin. The pattern and amount of annual sediment deposits in the approach channel predicted by the model is satisfactory, compatible with annual dredging records. 展开更多
关键词 sediment transport MORPHOdYNAMICS 2d numerical model PERSIAN GULF Khuran STRAIT Rajaee PORT
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A VERTICAL 2-D NUMERICAL SIMULATION OF SUSPENDED SEDIMENT TRANSPORT 被引量:9
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作者 ZHANG Jing-xin LIU Hua 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第2期217-224,共8页
Numerical simulation of sediment transport and bed evolution has become an important technique in the sediment research. In this article, a numerical model of suspended sediment transport was proposed, which was estab... Numerical simulation of sediment transport and bed evolution has become an important technique in the sediment research. In this article, a numerical model of suspended sediment transport was proposed, which was established in the vertical σ coordinate for fitting the free surface and bottom. In the research of the sediment transport, the predominant factors were found to be the eddy diffusion, the settling velocity, the bed condition and so on. By the aid of the model in the article, the contribution of the Rouse parameter to the vertical profile of sediment concentration was clarified, which was identical to the theoretical results. In the comparison of the numerical results with laboratory data, the agreement between experimental data and numerical results was reached except for some data. And the possible reasons for the disagreement were discussed. 展开更多
关键词 suspended sediment transport 2-d numericalmodel σ coordinate
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Simulation of Artificial Grain Feeding in Order to Reach Dynamical Bed Stabilisation Along the River Rhine
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作者 Thomas WENKA 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2005年第S1期57-63,共7页
The Wesel-Xanten stretch of the fiver Rhine between km-812.5 and km-821.5 is one of the reaches where strong erosion leads to high maintenance efforts conceming navigability.In order to improve the naviga- tion condit... The Wesel-Xanten stretch of the fiver Rhine between km-812.5 and km-821.5 is one of the reaches where strong erosion leads to high maintenance efforts conceming navigability.In order to improve the naviga- tion conditions without aggravating the flood protection,but also ensuring that the ecological system of the river is not damaged,investigations of the morphodynamical processes in connection with artificial grain feeding ac- tivities have to be carried out by Federal Waterways Engineering and Research... 展开更多
关键词 rhine river wesel-xanten artificial grain feeding sediment management graded sediment transport 2d depth-average numerical model
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A Finite Volume Method for the Multi Subband Boltzmann Equation with Realistic 2D Scattering in Double Gate MOSFETs
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作者 Tiao Lu Gang Du +1 位作者 Xiaoyan Liu Pingwen Zhang 《Communications in Computational Physics》 SCIE 2011年第7期305-338,共34页
We propose a deterministic solver for the time-dependent multi-subband Boltzmann transport equation(MSBTE)for the two dimensional(2D)electron gas in double gate metal oxide semiconductor field effect transistors(MOSFE... We propose a deterministic solver for the time-dependent multi-subband Boltzmann transport equation(MSBTE)for the two dimensional(2D)electron gas in double gate metal oxide semiconductor field effect transistors(MOSFETs)with flared out source/drain contacts.A realistic model with six-valleys of the conduction band of silicon and both intra-valley and inter-valley phonon-electron scattering is solved.We propose a second order finite volume method based on the positive and flux conservative(PFC)method to discretize the Boltzmann transport equations(BTEs).The transport part of the BTEs is split into two problems.One is a 1D transport problem in the position space,and the other is a 2D transport problem in the wavevector space.In order to reduce the splitting error,the 2D transport problem in the wavevector space is solved directly by using the PFC method instead of splitting into two 1D problems.The solver is applied to a nanoscale double gate MOSFET and the current-voltage characteristic is investigated.Comparison of the numerical results with ballistic solutions show that the scattering influence is not ignorable even when the size of a nanoscale semiconductor device goes to the scale of the electron mean free path. 展开更多
关键词 double gate MOSFET multi subband Boltzmann transport equation 2d electron gas deterministic solver PFC method
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NUMERICAL MODELING OF SUSPENDED SEDIMENT TRANSPORT IN CHANNEL BENDS 被引量:12
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作者 HUANG Sui-liang JIAY.F,WANG Sam S. Y. 《Journal of Hydrodynamics》 SCIE EI CSCD 2006年第4期411-417,共7页
An algorithm to compute three-dimensional sediment transport effect was proposed in this paper to enhance the capability of depth-averaged numerical models. This algorithm took into account of non-uniform distribution... An algorithm to compute three-dimensional sediment transport effect was proposed in this paper to enhance the capability of depth-averaged numerical models. This algorithm took into account of non-uniform distributions of flow velocities and suspended sediment concentrations along water depth, it significantly enhanced the applicability of 2D models in simulating open channel flows, especially in channel bends. Preliminary numerical experiments in a U-shaped and a sine-generated experimental channel indicate that the proposed method performs quite well in predicting the change of bed-deformation in channel bends due to suspended sediment transport. This method provides an effective alternative for the simulations of channel morphodynamic changes. 展开更多
关键词 ALGORITHM dispersion terms BENdS suspended sediment transport 2d numerical model
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NUMERICAL SIMULATION OF WIND-INDUCED MOTION IN SUSPENDED SEDIMENT TRANSPORT 被引量:3
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作者 CHEN Zhi-he FANG Hong-wei LIU Bin 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第6期698-704,共7页
In regions with broad water surfaces such as lakes, reservoirs and coastal areas, the wind stress on the flow motion generates a significant impact. The wind stress is an unsteady force which makes numerical simulatio... In regions with broad water surfaces such as lakes, reservoirs and coastal areas, the wind stress on the flow motion generates a significant impact. The wind stress is an unsteady force which makes numerical simulation difficult. This paper presents a two-dimensional (2-D) mathematical model of the impact of wind-induced motion on suspended sediment transport at Beijing's 13-Ling Reservoir. The model uses the Diagonal Cartesian Method (DCM) with a wetting-drying dynamic boundary to trace variations in the water level. The calculation results have been tested against in situ measurements. The measurements confirm the model's accuracy and agreement with the actual situation at the reservoir. The calculations also indicate that wind stress holds the key to suspended sediment transport at Beijing's 13-Ling Reservoir, especially when westerly winds prevail. 展开更多
关键词 wind stress two-dimensional 2-d)mathematical model diagonal Cartesian Method dCM) suspended sediment transport
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Local Discontinuous Galerkin Methods for the 2D Simulation of Quantum Transport Phenomena on Quantum Directional Coupler 被引量:1
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作者 Li Guo Yan Xu 《Communications in Computational Physics》 SCIE 2014年第4期1012-1028,共17页
In this paper,we present local discontinuous Galerkin methods(LDG)to simulate an important application of the 2D stationary Schrödinger equation called quantum transport phenomena on a typical quantum directional... In this paper,we present local discontinuous Galerkin methods(LDG)to simulate an important application of the 2D stationary Schrödinger equation called quantum transport phenomena on a typical quantum directional coupler,which frequency change mainly reflects in y-direction.We present the minimal dissipation LDG(MD-LDG)method with polynomial basis functions for the 2D stationary Schrödinger equation which can describe quantum transport phenomena.We also give the MDLDG method with polynomial basis functions in x-direction and exponential basis functions in y-direction for the 2D stationary Schrödinger equation to reduce the computational cost.The numerical results are shown to demonstrate the accuracy and capability of these methods. 展开更多
关键词 Local discontinuous Galerkin method 2d stationary Schrödinger equation quantum transport phenomena quantum directional coupler
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黄河河口水沙运动的二维数学模型 被引量:12
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作者 李东风 张红武 +1 位作者 钟德钰 吕志咏 《水利学报》 EI CSCD 北大核心 2004年第6期1-6,13,共7页
本文针对黄河河口河道水沙潮波的特点,从水流连续方程、运动方程,泥沙运动方程出发,补充了潮流挟沙能力的计算公式,建立了黄河河道河口二维数学模型。以1982年实测资料,从潮位过程、流速大小和方向及海底冲淤变形等方面对数学模型进行... 本文针对黄河河口河道水沙潮波的特点,从水流连续方程、运动方程,泥沙运动方程出发,补充了潮流挟沙能力的计算公式,建立了黄河河道河口二维数学模型。以1982年实测资料,从潮位过程、流速大小和方向及海底冲淤变形等方面对数学模型进行了验证计算。在此基础上开展了典型水沙条件下黄河河口泥沙运动规律的模拟研究。其结果揭示了黄河河口清水沟所处海域的潮流潮汐特性和泥沙输移规律。这些成果与实测资料以及卫星遥感分析结果一致,进一步表明了模型的可靠性。 展开更多
关键词 河口黄河 潮波 2-d数学模型 数值模拟 有限元法 泥沙输运
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无结构网格上平面二维水沙模拟的有限体积法 被引量:18
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作者 施勇 胡四一 《水科学进展》 EI CAS CSCD 北大核心 2002年第4期409-415,共7页
基于无结构网格有限体积法的算法框架 ,通过引入跨单元界面法向水沙数值通量的逆风分解 ,将悬沙与床沙交换以及分组挟沙力计算模式自然地嵌入二维水沙运动方程组的数值格式中 ,形成高精度、守恒性好的二维水沙有限体积算法。最后 ,利用... 基于无结构网格有限体积法的算法框架 ,通过引入跨单元界面法向水沙数值通量的逆风分解 ,将悬沙与床沙交换以及分组挟沙力计算模式自然地嵌入二维水沙运动方程组的数值格式中 ,形成高精度、守恒性好的二维水沙有限体积算法。最后 ,利用该算法对谭江樟州河段的水沙输运和河床变形进行了数值模拟。结果表明 ,该算法能够较好地模拟复杂条件下河道水沙输运的往复特征和河床变形的动态过程 。 展开更多
关键词 无结构网格 二维水沙方程组 有限体积算法 水沙输运 河床变形
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长江重庆河段平面二维非恒定水沙数值模拟 被引量:11
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作者 彭杨 张红武 张羽 《水力发电学报》 EI CSCD 北大核心 2005年第1期47-52,共6页
本文针对长江重庆河段复杂的水沙运动特点和地形条件 ,考虑悬移质和推移质运动 ,采用有限元方法建立了平面二维非恒定水沙数学模型 ,对重庆河段的水流运动和泥沙冲淤进行了模拟。模型中采用张红武提出的不平衡输沙理论以及引入符合重庆... 本文针对长江重庆河段复杂的水沙运动特点和地形条件 ,考虑悬移质和推移质运动 ,采用有限元方法建立了平面二维非恒定水沙数学模型 ,对重庆河段的水流运动和泥沙冲淤进行了模拟。模型中采用张红武提出的不平衡输沙理论以及引入符合重庆河段水沙特点的悬移质挟沙力公式和推移质输沙率公式 ,对现有三峡库区数学模型进行了改进 ,并利用重庆河段正态模型试验和原型观测资料对模型进行了验证。结果表明 ,模型计算的沿程水位、断面流速分布和河床冲淤变化与资料符合较好。 展开更多
关键词 河流泥沙工程 重庆河段 平面二维 水沙模拟 模型验证
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考虑环流横向输沙及河岸变形的平面二维扩展数学模型 被引量:34
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作者 钟德钰 张红武 《水利学报》 EI CSCD 北大核心 2004年第7期14-20,共7页
本文考虑弯道环流输沙效应,在泥沙运动基本方程中增加了反映环流横向输沙附加项,对平面二维水沙数学模型的悬移质、推移质输沙方程和河床变形过程进行了扩展。借助土力学中关于边坡稳定性理论中的圆弧滑动法,并引入多杈树搜索方法,建立... 本文考虑弯道环流输沙效应,在泥沙运动基本方程中增加了反映环流横向输沙附加项,对平面二维水沙数学模型的悬移质、推移质输沙方程和河床变形过程进行了扩展。借助土力学中关于边坡稳定性理论中的圆弧滑动法,并引入多杈树搜索方法,建立了适用于平面二维数学模型的河岸崩塌变形计算方法。经扩展后的平面二维水沙数学模型能模拟环流横向输沙及由其引起的河床冲淤和河岸变形,并应用该模型模拟了弯道发生、发展过程,计算结果与已有的认识是一致的。 展开更多
关键词 平面二维流动与泥沙数学模型 环流 横向输沙 河岸崩退 有限体积法
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淤泥质河口水沙运动数学模型相关问题 被引量:6
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作者 雷文韬 夏军强 谈广鸣 《水科学进展》 EI CAS CSCD 北大核心 2013年第2期197-204,共8页
为研究淤泥质河口的水沙运动规律,建立了用于模拟淤泥质河口水沙运动的二维数学模型。该模型采用基于无结构三角网格下的有限体积法对方程组进行离散,结合Roe-MUSCL方法及时间方向的预测-校正格式,使模型在时空方向具有二阶计算精度。... 为研究淤泥质河口的水沙运动规律,建立了用于模拟淤泥质河口水沙运动的二维数学模型。该模型采用基于无结构三角网格下的有限体积法对方程组进行离散,结合Roe-MUSCL方法及时间方向的预测-校正格式,使模型在时空方向具有二阶计算精度。模型中分别采用不同方法计算粘性和非粘性泥沙的输移源项,并引入粘性泥沙的起动流速和冲刷率计算公式。采用已有的概化水槽试验数据对模型进行了初步验证。然后模拟了1995年10月小潮及大潮期间海河口的潮流运动与泥沙输移过程,计算得到的潮位、潮流速及含沙量过程与实测过程符合较好,结果表明模型能够用来模拟淤泥质河口粘性和非粘性泥沙的不平衡输移过程。同时还比较了泥沙输移源项的不同处理方式对计算结果的影响,计算表明在淤泥质河口水沙运动数学模型中必须同时考虑粘性和非粘性泥沙的输移。 展开更多
关键词 淤泥质河口 二维水沙模型 有限体积法 泥沙输移 粘性泥沙
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伶仃洋海区二维不平衡非均匀输沙数学模型 被引量:15
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作者 徐峰俊 刘俊勇 《水利学报》 EI CSCD 北大核心 2003年第7期16-21,29,共7页
采用贴体正交曲线坐标下的水流运动方程及悬移质平衡输移方程等建立了伶仃洋海区二维不平衡非均匀输沙模型。其中泥沙输移的非均匀性采用分组粒径法来模拟,根据实测的泥沙级配资料,模型将泥沙分13组。针对河口泥沙双向交换的特点,对泥... 采用贴体正交曲线坐标下的水流运动方程及悬移质平衡输移方程等建立了伶仃洋海区二维不平衡非均匀输沙模型。其中泥沙输移的非均匀性采用分组粒径法来模拟,根据实测的泥沙级配资料,模型将泥沙分13组。针对河口泥沙双向交换的特点,对泥沙冲淤函数作了改进。并采用最新的实测地形资料和洪、枯两组水文组合条件对伶仃洋海区主要水文站点的实测资料进行验证,其水流、泥沙运动验证精度基本都能达到规范要求,海区含沙量分布与遥感图十分相似。 展开更多
关键词 伶仃洋 二维水沙数学模型 分组粒径 冲淤函数
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多沙河流平面二维泥沙数学模型研究 被引量:6
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作者 黄金池 万兆惠 《水科学进展》 EI CAS CSCD 北大核心 1997年第3期253-258,共6页
针对冲积河流河床演变速度快、边界调整幅度大的特点,采用积分方法数值求解水流泥沙基本方程,建立了适合于多沙河流泥沙及河床演变规律的二维数学模型,在数值方法方面考虑了物质守恒性及对多变边界的适应性,采用了比较简单的动边界... 针对冲积河流河床演变速度快、边界调整幅度大的特点,采用积分方法数值求解水流泥沙基本方程,建立了适合于多沙河流泥沙及河床演变规律的二维数学模型,在数值方法方面考虑了物质守恒性及对多变边界的适应性,采用了比较简单的动边界处理模式。通过工程实例的计算验证,证实了模型所采用的基本方法是合理的,模型有较强的河床边界适应能力,可用以解决有关多沙河流河床演变预测及浑水洪水预报的有关问题。 展开更多
关键词 非平衡输沙 多沙河流 二维数学模型 河床演变
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ARES屏蔽程序二维输运模块开发与初步验证 被引量:1
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作者 张鹏鹤 陈义学 +3 位作者 张斌 臧启勇 袁龙军 陈蒙腾 《原子能科学技术》 EI CAS CSCD 北大核心 2013年第B12期494-498,共5页
基于一阶稳态中子输运方程理论模型,采用离散纵标方法对方向变量进行离散,得到一组差分方程组,应用源迭代法对差分方程组进行求解。基于上述理论,开发了ARES屏蔽程序二维输运模块。程序实现了中子输运过程keff和固定源问题的计算,并考... 基于一阶稳态中子输运方程理论模型,采用离散纵标方法对方向变量进行离散,得到一组差分方程组,应用源迭代法对差分方程组进行求解。基于上述理论,开发了ARES屏蔽程序二维输运模块。程序实现了中子输运过程keff和固定源问题的计算,并考虑到各向异性散射问题。本文简要介绍了ARES屏蔽程序二维输运模块的理论模型,并对一系列基准题结果进行了校验计算。在二维沸水堆栅元问题中,ARES屏蔽程序二维输运模块的keff计算结果与基准结果最大相对误差为0.09%,通量密度最大相对误差为0.60%。针对各向同性和各向异性散射源问题,ARES屏蔽程序二维输运模块与DORT程序计算结果进行对比,整体符合很好。初步验证了ARES屏蔽程序二维输运模块的正确性,且计算精度较高。 展开更多
关键词 中子输运方程 离散纵标方法 ARES 二维输运模块 各项异性散射
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二维悬移质泥沙数学模型 第一部分——模型理论与验证(英文) 被引量:10
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作者 周建军 林秉南 《应用基础与工程科学学报》 EI CSCD 1995年第1期78-98,共21页
本文介绍平面二维泥沙数学模型的建模理论和模型的验证情况。本模型基于不平衡输沙理论,可应用于平原河道和山区型河道,模型对许多重要的因子及系数作了详细的分析讨论,并利用大量的试验水槽,天然河道及实体模型试验资料对这些参数及模... 本文介绍平面二维泥沙数学模型的建模理论和模型的验证情况。本模型基于不平衡输沙理论,可应用于平原河道和山区型河道,模型对许多重要的因子及系数作了详细的分析讨论,并利用大量的试验水槽,天然河道及实体模型试验资料对这些参数及模型进行了详细的验证, 展开更多
关键词 维数模型 不平衡输沙 悬移质 不均匀泥沙
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三峡水库重庆河段平面二维水沙数值模拟 被引量:3
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作者 陈建 张为 张先起 《科学技术与工程》 2009年第20期6086-6091,共6页
针对长江重庆河段复杂的水沙运动特点和地形条件,考虑悬移质和推移质运动,采用有限体积方法建立了平面二维非恒定水沙数学模型,对重庆河段的水流运动和泥沙冲淤进行了模拟。模型中针对长江河道的实际情况,采用李义天提出的分组挟沙力级... 针对长江重庆河段复杂的水沙运动特点和地形条件,考虑悬移质和推移质运动,采用有限体积方法建立了平面二维非恒定水沙数学模型,对重庆河段的水流运动和泥沙冲淤进行了模拟。模型中针对长江河道的实际情况,采用李义天提出的分组挟沙力级配计算方法以及床沙质范围界定方法,对现有三峡库区数学模型进行了改进,并利用重庆河段原型观测资料对模型进行了验证。结果表明,模型计算的沿程水位、断面流速分布和河床冲淤变化与资料符合较好,此模型可以用于重庆河道的水沙变化问题研究。 展开更多
关键词 重庆河段 平面二维 有限体积法 水沙模拟
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移动坐标下平面二维水沙模型的建立
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作者 闵志华 邹朝望 《水利水电技术》 CSCD 北大核心 2013年第10期132-135,共4页
由于游荡型河道河岸变形尺度远小于河宽尺度,给计算带来了不便。通过讨论在正交曲线贴体坐标下建立平面二维水沙数学模型,以实例进行模拟分析,引入移动坐标技术,使得计算区域的网格随河岸后退而移动,从而可以较好地解决河岸变形尺度与... 由于游荡型河道河岸变形尺度远小于河宽尺度,给计算带来了不便。通过讨论在正交曲线贴体坐标下建立平面二维水沙数学模型,以实例进行模拟分析,引入移动坐标技术,使得计算区域的网格随河岸后退而移动,从而可以较好地解决河岸变形尺度与河岸尺度不匹配的问题。 展开更多
关键词 游荡型河道 贴体坐标 二维水沙模型 离散方程
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移动坐标下考虑弯道横向输沙及河岸变形的平面二维数学模型 被引量:1
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作者 闫立艳 张小峰 +1 位作者 段光磊 吴亚敏 《中国农村水利水电》 北大核心 2009年第1期11-14,共4页
基于移动坐标的计算原理,建立移动坐标下的平面二维水沙数学模型。通过在泥沙运动方程中增加横向输沙项,对该模型进行扩展,使其能较好地模拟弯道环流的横向输沙效应。借助土力学中边坡稳定性理论,对河岸崩塌变形进行数值模拟。将扩展后... 基于移动坐标的计算原理,建立移动坐标下的平面二维水沙数学模型。通过在泥沙运动方程中增加横向输沙项,对该模型进行扩展,使其能较好地模拟弯道环流的横向输沙效应。借助土力学中边坡稳定性理论,对河岸崩塌变形进行数值模拟。将扩展后的模型应用于一概化弯道上,计算结果与现有的认识一致。 展开更多
关键词 平面二维水沙数学模型 横向输沙 移动坐标 河岸崩塌
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