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A Variable Separation Approach to Solve the Integrable and Nonintegrable Models:Coherent Structures of the (2 + 1)-Dimensional KdV Eqnation 被引量:8
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作者 TANG Xiao-Yan LOU Sen-Yue 《Communications in Theoretical Physics》 SCIE CAS CSCD 2002年第7期1-8,共8页
We study the localized coherent structures ofa generally nonintegrable (2+ 1 )-dimensional KdV equation via a variable separation approach. In a special integrable case, the entrance of some arbitrary functions leads ... We study the localized coherent structures ofa generally nonintegrable (2+ 1 )-dimensional KdV equation via a variable separation approach. In a special integrable case, the entrance of some arbitrary functions leads to abundant coherent structures. However, in the general nonintegrable case, an additional condition has to be introduced for these arbitrary functions. Although the additional condition has been introduced into the solutions of the nonintegrable KdV equation, there still exist many interesting solitary wave structures. Especially, the nonintegrable KdV equation possesses the breather-like localized excitations, and the similar static ring soliton solutions as in the integrable case. Furthermor,in the integrable case, the interaction between two travelling ring solitons is elastic, while in the nonintegrable case we cannot find even the single travelling ring soliton solution. 展开更多
关键词 variable SEPARATION approach INTEGRABLE and nonintegrable models (2+1)-dimensional SOLITONS
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Coupled 2D Hydrodynamic and Sediment Transport Modeling of Megaflood due to Glacier Dam-break in Altai Mountains,Southern Siberia 被引量:6
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作者 HUANG Wei CAO Zhi-xian +1 位作者 Paul CARLING Gareth PENDER 《Journal of Mountain Science》 SCIE CSCD 2014年第6期1442-1453,共12页
One of the largest known megafloods on earth resulted from a glacier dam-break,which occurred during the Late Quaternary in the Altai Mountains in Southern Siberia.Computational modeling is one of the viable approache... One of the largest known megafloods on earth resulted from a glacier dam-break,which occurred during the Late Quaternary in the Altai Mountains in Southern Siberia.Computational modeling is one of the viable approaches to enhancing the understanding of the flood events.The computational domain of this flood is over 9460 km2 and about 3.784 × 106 cells are involved as a 50 m × 50 m mesh is used,which necessitates a computationally efficient model.Here the Open MP(Open Multiprocessing) technique is adopted to parallelize the code of a coupled 2D hydrodynamic and sediment transport model.It is shown that the computational efficiency is enhanced by over 80% due to the parallelization.The floods over both fixed and mobile beds are well reproduced with specified discharge hydrographs at the dam site.Qualitatively,backwater effects during the flood are resolved at the bifurcation between the Chuja and Katun rivers.Quantitatively,the computed maximum stage and thalweg are physically consistent with the field data of the bars and deposits.The effects of sediment transport and morphological evolution on the flood are considerable.Sensitivity analyses indicate that the impact of the peak discharge is significant,whilst those of the Manningroughness,medium sediment size and shape of the inlet discharge hydrograph are marginal. 展开更多
关键词 Glacier dam-break flood Well-balanced 2D hydrodynamic and sediment transport model Open MP parallelization
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Finite-Size Scaling Analysis of a Three-Dimensional Blume-Capel Model in the Presence of External Magnetic Field
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作者 H. Demirel A. Ozkan B. Kutlu 《Chinese Physics Letters》 SCIE CAS CSCD 2008年第7期2599-2602,共4页
The Blume-Capel model in the presence of external magnetic field H has been simulated using a cellular automaton algorithm improved from the Creutz cellular automaton in three-dimension lattice. The field critical exp... The Blume-Capel model in the presence of external magnetic field H has been simulated using a cellular automaton algorithm improved from the Creutz cellular automaton in three-dimension lattice. The field critical exponent 5 is estimated using the power law relations and the finite size scaling functions for the magnetization and the susceptibility in the range -0.1≤ h = H/J ≤0. The estimated value of the field critical exponent 5 is in good agreement with the universal value (δ = 5) in three dimensions. The simulations are carried out on a simple cubic lattice under periodic boundary conditions. 展开更多
关键词 2-dimensional ISING-model CREUTZ CELLULAR-AUTOMATON EMERY-GRIFFITHS model TRICRITICAL BEHAVIOR MONTE-CARLO CRITICAL EXPONENTS PHASE-TRANSITIONS O(4) model SIMULATION ANISOTROPY
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Quasi-3D Numerical Simulation of Tidal Hydrodynamic Field 被引量:1
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作者 宋志尧 薛鸿超 +2 位作者 严以新 茅丽华 徐福敏 《China Ocean Engineering》 SCIE EI 1999年第3期265-276,共12页
Based on the 2D horizontal plane numerical model, a quasi-3D numerical model is established for coastal regions of shallow water. The characteristics of this model are that the velocity profiles;can be obtained at the... Based on the 2D horizontal plane numerical model, a quasi-3D numerical model is established for coastal regions of shallow water. The characteristics of this model are that the velocity profiles;can be obtained at the same time when the equations of the value of difference between the horizontal current velocity and its depth-averaged velocity in the vertical direction are solved and the results obtained are consistent with the results of the 2D, model. The circulating flow in the rectangular area induced by wind is simulated and applied to the tidal flow field of the radial sandbanks in the South Yellow Sea. The computational results from this quasi-3D model are in good agreement with analytical results and observed data. The solution of the finite difference equations has been found to be stable, and the model is simple, effective and practical. 展开更多
关键词 tidal hydrodynamic field quasi-3D numerical model 2D numerical model velocity profile numerical simulation
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Reliability analysis of diesel engine crankshaft based on 2D stress strength interference model
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作者 周迅 俞小莉 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2006年第3期391-397,共7页
A 2D stress strength interference model (2D-SSIM) considering that the fatigue reliability of engineering structural components has close relationship to load asymmetric ratio and its variability to some extent is put... A 2D stress strength interference model (2D-SSIM) considering that the fatigue reliability of engineering structural components has close relationship to load asymmetric ratio and its variability to some extent is put forward. The principle, geo-metric schematic and limit state equation of this model are presented. Reliability evaluation for a kind of diesel engine crankshaft was made based on this theory, in which multi-axial loading fatigue criteria was employed. Because more important factors, i.e. stress asymmetric ratio and its variability, are considered, it theoretically can make more accurate evaluation for structural com-ponent reliability than the traditional interference model. Correspondingly, a Monte-Carlo Method simulation solution is also given. The computation suggests that this model can yield satisfactory reliability evaluation. 展开更多
关键词 Fatigue reliability 2-dimensional interference model 2D-SSIM) Monte-Carlo Method Load asymmetric ratio Multi-axial fatigue criteria
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冲击电弧作用下C_(4)F_(7)N/CO_(2)气体灭弧性能仿真分析 被引量:1
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作者 吴东 陈文贵 《电力工程技术》 北大核心 2024年第2期179-188,共10页
C_(4)F_(7)N/CO_(2)混合气体是目前最有潜力替代SF 6的气体之一。为了探讨C_(4)F_(7)N/CO_(2)混合气体的灭弧能力,文中根据电弧能量平衡理论,建立电弧能量平衡方程组,获取管道内部超压随时间的变化规律。同时,基于磁流体动力学模型,使用... C_(4)F_(7)N/CO_(2)混合气体是目前最有潜力替代SF 6的气体之一。为了探讨C_(4)F_(7)N/CO_(2)混合气体的灭弧能力,文中根据电弧能量平衡理论,建立电弧能量平衡方程组,获取管道内部超压随时间的变化规律。同时,基于磁流体动力学模型,使用COMSOL Multiphysics软件建立压爆气流防雷间隙灭弧结构的二维磁流体模型,在雷电流幅值为4 kA的条件下,对管道内不同比例C_(4)F_(7)N/CO_(2)混合气体在冲击电弧作用下的熄弧特性进行仿真分析。基于上述方法,结合电弧能量平衡理论,分析模型中电导率、速度以及压强的变化规律。与理论结果对比分析得出:同一工况条件下,20%C_(4)F_(7)N/80%CO_(2)的灭弧性能较优,其次为10%C_(4)F_(7)N/90%CO_(2)与5%C_(4)F_(7)N/95%CO_(2),并且熄弧时间符合气吹灭弧的要求。 展开更多
关键词 C_(4)F_(7)N/CO_(2)混合气体 灭弧性能 电弧能量平衡理论 磁流体动力学模型 冲击电弧 熄弧时间
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ONE-AND TWO-DIMENSIONAL COUPLED HYDRODYNAMICS MODEL FOR DAM BREAK FLOW 被引量:8
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作者 YANG Fang-li ZHANG Xiao-feng TAN Guang-ming 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第6期769-775,共7页
1-D and 2-D mathematical models for dam break flow were established and verified with the measured data in laboratory. The 1-D and 2-D models were then coupled, and used to simulate the dam break flow from the reservo... 1-D and 2-D mathematical models for dam break flow were established and verified with the measured data in laboratory. The 1-D and 2-D models were then coupled, and used to simulate the dam break flow from the reservoir tail to the dam site, the propagation of dam break waves in the downstream channel, and the submergence of dam break flow in the downstream town with the hydrodynamics method. As a numerical example, the presented model was employed to simulate dam break flow of a hydropower station under construction. In simulation, different dam-break durations, upstream flows and water levels in front of dam were considered, and these influencing factors of dam break flow were analyzed, which could be referenced in planning and designing hydropower stations. 展开更多
关键词 dam-break flow hydrodynamics model 1-D and 2-D coupled model dam-break duration upstream flow water level before dam
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Navigable flow condition simulation based on two-dimensional hydrodynamic parallel model
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作者 张尚弘 吴昱 +1 位作者 荆柱 易雨君 《Journal of Hydrodynamics》 SCIE EI CSCD 2018年第4期632-641,共10页
Navigable flow condition simulations can provide detailed information on water depth and velocity distribution, simulation speed is one of the key factors which influence real-time navigation. In this paper, a navigab... Navigable flow condition simulations can provide detailed information on water depth and velocity distribution, simulation speed is one of the key factors which influence real-time navigation. In this paper, a navigable flow condition simulation system is developed to provide useful information for waterway management and shipping safety. To improve the simulation speed of 2-D hydrodynamic model, an explicit finite volume method and Open MP are used to realize parallel computing. Two mesh schemes and two computing platforms are adopted to study the parallel model's performance in the Yangtze River, China. The results show that the parallel model achieves dramatic acceleration, with a maximum speedup ratio of 34.94?. The parallel model can determine the flow state of the navigable channel in about 4 min, efficiency is further improved by a flow simulation scheme database. The developed system can provide early warning information for shipping safety, allowing ships to choose better routes and navigation areas according to real-time navigable flow conditions. 展开更多
关键词 2-D hydrodynamic model finite volume method parallel computation OPENMP navigable flow condition
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Nonlinear dynamical wave structures of Zoomeron equation for population models 被引量:1
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作者 Ahmet Bekir Emad H M Zahran 《Chinese Physics B》 SCIE EI CAS CSCD 2022年第6期235-240,共6页
The nonlinear dynamical exact wave solutions to the non-fractional order and the time-fractional order of the biological population models are achieved for the first time in the framwork of the Paul-Painlevéappro... The nonlinear dynamical exact wave solutions to the non-fractional order and the time-fractional order of the biological population models are achieved for the first time in the framwork of the Paul-Painlevéapproach method(PPAM).When the variables appearing in the exact solutions take specific values,the solitary wave solutions will be easily obtained.The realized results prove the efficiency of this technique. 展开更多
关键词 (2+1)-dimensional non-fractional Zoomeron equation time-fractional biological population model Paul-Painlevéapproach method traveling wave solutions
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Analytical model of non-uniform charge distribution within the gated region of GaN HEMTs
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作者 Amgad A.Al-Saman Eugeny A.Ryndin +2 位作者 Xinchuan Zhang Yi Pei Fujiang Lin 《Journal of Semiconductors》 EI CAS CSCD 2023年第8期87-93,共7页
A physics-based analytical expression that predicts the charge,electrical field and potential distributions along the gated region of the GaN HEMT channel has been developed.Unlike the gradual channel approximation(GC... A physics-based analytical expression that predicts the charge,electrical field and potential distributions along the gated region of the GaN HEMT channel has been developed.Unlike the gradual channel approximation(GCA),the proposed model considers the non-uniform variation of the concentration under the gated region as a function of terminal applied volt-ages.In addition,the model can capture the influence of mobility and channel temperature on the charge distribution trend.The comparison with the hydrodynamic(HD)numerical simulation showed a high agreement of the proposed model with numerical data for different bias conditions considering the self-heating and quantization of the electron concentration.The ana-lytical nature of the model allows us to reduce the computational and time cost of the simulation.Also,it can be used as a core expression to develop a complete physics-based transistorⅣmodel without GCA limitation. 展开更多
关键词 AlGaN/GaN(HEMTs) 2DEG charge distribution electron mobility hydrodynamic model channel temperature
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潮汐动力场准三维值模拟 被引量:13
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作者 宋志尧 薛鸿超 +1 位作者 严以新 茅丽华 《海洋工程》 CSCD 1998年第3期54-61,共8页
本文建立了适用于海岸潮汐动力环境模拟的准三维数学模型,其特点是在成功实现二维全流模型计算的同时,求解流速差值(即流速与其垂线平均值之差)方程组,从而获得潮流速的垂直分布,并使两者结果相一致。在验证计算和应用于复杂海域... 本文建立了适用于海岸潮汐动力环境模拟的准三维数学模型,其特点是在成功实现二维全流模型计算的同时,求解流速差值(即流速与其垂线平均值之差)方程组,从而获得潮流速的垂直分布,并使两者结果相一致。在验证计算和应用于复杂海域的研究计算中,数值结果不仅与分析解取得一致,而且与实测值符合较好,证明该模型是实用有效的。 展开更多
关键词 潮汐动力场 准三维数学模型 二维全流模型 垂直分布 数值模拟
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精细化二维水动力模型在防洪评价中的应用——以滹沱河部分河段为例 被引量:6
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作者 张大伟 穆杰 +1 位作者 马建明 张洪斌 《水利水电技术》 CSCD 北大核心 2018年第8期150-154,共5页
为克服在防洪评价工作中常遇到复杂河道地形或者一些特殊的阻水构筑物,一维模型或常规的二维模型应用容易受到限制的问题,以滹沱河部分河段为例将基于非结构网格的具有良好激波捕捉能力的Godunov格式用于防洪评价。该河段中存在着大量... 为克服在防洪评价工作中常遇到复杂河道地形或者一些特殊的阻水构筑物,一维模型或常规的二维模型应用容易受到限制的问题,以滹沱河部分河段为例将基于非结构网格的具有良好激波捕捉能力的Godunov格式用于防洪评价。该河段中存在着大量的挖沙坑、桥墩、十多处丁坝,局部流态复杂。为充分考虑这些影响,建立了基于高分辨率地形的精细化二维Godunov水动力模型,并对该河段50年一遇的设计洪水进行了数值模拟。结果表明,新建模型能够很好地模拟复杂研究区域的水流状态,与商业软件的计算结果也比较接近。通过与原有该河段一维计算结果比较发现,项目区位置处水面高程降低了2.95 m,分析认为主要原因是河道地形变化所致,另一原因是新建模型能够提供更合理的计算结果。该研究案例表明基于Godunov格式的精细化二维水动力模型可成功用于复杂河道防洪评价,能够为同类型的防洪评价工作提供参考。 展开更多
关键词 防洪评价 二维水动力模型 Godunov格式 滹沱河
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江东大桥建设对钱塘江水动力的影响 被引量:5
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作者 鲁海燕 史英标 杨元平 《海洋学研究》 北大核心 2008年第2期20-26,共7页
应用二维水流数学模型模拟了江东大桥建设前后大范围的流场,比较了建桥前后水位、流速、流向等水动力因子的变化,评价了大桥建设对工程区域水动力的影响,并与物理模型试验的结果进行对比,分析了结果的合理性。研究成果为大桥的设计和管... 应用二维水流数学模型模拟了江东大桥建设前后大范围的流场,比较了建桥前后水位、流速、流向等水动力因子的变化,评价了大桥建设对工程区域水动力的影响,并与物理模型试验的结果进行对比,分析了结果的合理性。研究成果为大桥的设计和管理提供了技术依据。 展开更多
关键词 钱塘江 二维数值模型 水动力 桥梁
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浅水海湾排污扩散器初始稀释度的计算 被引量:3
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作者 林卫青 卢士强 矫吉珍 《环境污染与防治》 CAS CSCD 北大核心 2005年第6期453-456,共4页
流速和水深是影响浅水型海湾扩散器初始稀释能力的主要环境因素,其长时间序列的实测资料在现实中通常很难得到,而平面二维水动力模型的引入可为初始稀释度的计算提供必要和准确的水动力要素。通过建立二维水动力模型模拟受纳海域的流场... 流速和水深是影响浅水型海湾扩散器初始稀释能力的主要环境因素,其长时间序列的实测资料在现实中通常很难得到,而平面二维水动力模型的引入可为初始稀释度的计算提供必要和准确的水动力要素。通过建立二维水动力模型模拟受纳海域的流场,利用实测水文资料进行模型的率定和验证,模拟设计水文条件下附近水域的流场,然后提取排污口处的水深、流速和流向的时间序列,再利用近区模型计算任一时刻的初始稀释度,最后进行累积频率分析得到设计保证率下的初始稀释度。将该方法应用于杭州湾某排污扩散器初始稀释能力的评估,研究表明,利用远区模型为扩散器近区模拟提供环境水文要素,弥补了实际工程计算中缺乏实测水文资料的不足,并大大提高了近区模拟的计算精度。 展开更多
关键词 浅水海湾 排污扩散器 二维水动力模型 初始稀释度
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干旱半干旱地区湖泊二维水动力学模型 被引量:10
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作者 李畅游 史小红 《水利学报》 EI CSCD 北大核心 2007年第12期1482-1488,共7页
为研究干旱半干旱地区湖泊水动力学的特殊性,本文以位于我国北方河套灌区中的草型浅水湖泊乌梁素海为研究对象,将实测的湖泊流量、流速、水深监测数据与空间数据结合,以湖泊水平面二维水动力学模型为基础,考虑旱区特殊的水文气象因素,... 为研究干旱半干旱地区湖泊水动力学的特殊性,本文以位于我国北方河套灌区中的草型浅水湖泊乌梁素海为研究对象,将实测的湖泊流量、流速、水深监测数据与空间数据结合,以湖泊水平面二维水动力学模型为基础,考虑旱区特殊的水文气象因素,主要包括蒸发与风速,建立适合旱区湖泊水动力学的模型。模型求解采用有限差分法中的交错格点显式差分法,利用人为控制入口、出口边界,并在模型的参数选择上采用实测的气象资料进行逐日输入,从而提高了模型结果的精确度。经实测资料验证表明,所建模型对于干旱半干旱地区将蒸发、风力因素考虑进模型中是合理的,能够更准确地描述该地区中湖泊的水动力过程,可应用于对湖泊污染过程水质变化的定量研究。 展开更多
关键词 干旱半干旱地区 乌梁素海 二维水动力学模型 流场
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典型石质汊流滩航道整治二维水流数值模型研究 被引量:5
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作者 张玮 徐宿东 +1 位作者 曹民雄 蔡国正 《水运工程》 北大核心 2004年第4期52-56,共5页
在石质汊流滩航道整治工程中,通常采用开挖河槽的方法来降低流速,改善航道水流条件。本文应用二维水动力数学模型研究典型石质汊流滩——广西浔江鲫鱼滩航道整治工程方案,通过各方案计算结果比较,分析了工程后分流比及局部河段流速的变... 在石质汊流滩航道整治工程中,通常采用开挖河槽的方法来降低流速,改善航道水流条件。本文应用二维水动力数学模型研究典型石质汊流滩——广西浔江鲫鱼滩航道整治工程方案,通过各方案计算结果比较,分析了工程后分流比及局部河段流速的变化规律,并就流速和流量的变化与开挖面积、开挖范围以及开挖方式之间的关系进行了探讨。 展开更多
关键词 石质汉流滩 二维水动力数学模型 航道整治
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飞来峡水利枢纽库区动态纳污能力计算研究 被引量:5
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作者 谭超 黄本胜 +2 位作者 洪昌红 邱静 胡培 《水文》 CSCD 北大核心 2014年第5期51-56,共6页
根据飞来峡水利枢纽库区水流及水质特点,选取不同设计流量,建立二维水流水质模型.通过水槽实验,拟合水质衰减系数与流速的关系曲线,以获取模型水质计算参数.研究结果表明:通过概化排污口排污量与混合带长度响应关系计算,确定各排污口... 根据飞来峡水利枢纽库区水流及水质特点,选取不同设计流量,建立二维水流水质模型.通过水槽实验,拟合水质衰减系数与流速的关系曲线,以获取模型水质计算参数.研究结果表明:通过概化排污口排污量与混合带长度响应关系计算,确定各排污口混合带长度在1 300~2 500m之间;在90%最枯月、50%最枯月及多年平均流量水文条件下,飞来峡库区干流水域COD纳污能力分别为162 107.7t、199 220.2t及372 104.3t; NH3-N纳污能力分别为2 757.4t、3 408.4t和6 276.4t;飞来峡库湾的纳污能力远小于库区干流水域,库湾COD纳污能力仅相当于干流的25%,NH3-N纳污能力仅相当于干流的5%;飞来峡库区纳污能力年内逐月差异显著,其中汛期(4~9月)纳污能力较大,COD、NH3-N纳污能力约占全年纳污能力的58%,飞来峡库区年内月纳污能力与月平均流量呈现较好的正相关关系. 展开更多
关键词 飞来峡库区 动态纳污能力 二维水流水质模型 水质衰减系数
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珠江河口水动力一维、二维联解的有限元计算方法 被引量:11
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作者 龙江 李适宇 《水动力学研究与进展(A辑)》 CSCD 北大核心 2007年第4期512-519,共8页
该文应用有限元联解方法计算珠江河网与河口的整个水动力。仿照四点隐式差分法在每个一维单元内部形成独立的单元方程组,改进RMA有限元软件包实现河网一维数值模拟。借鉴弹性力学年中通过固结杆件与块体的连接结点实现两构件组合计算的... 该文应用有限元联解方法计算珠江河网与河口的整个水动力。仿照四点隐式差分法在每个一维单元内部形成独立的单元方程组,改进RMA有限元软件包实现河网一维数值模拟。借鉴弹性力学年中通过固结杆件与块体的连接结点实现两构件组合计算的思路,设计了珠江河网一维、河口二维水动力联解的有限元法,通过单元矩阵的构建、合并与叠加,形成整体方程组,实现整体求解的连接模式,有效地解决了不同形态流场的模拟问题。应用研究表明:该方法合理,计算结果较理想。 展开更多
关键词 珠江河口 水动力 一维/二维联解 有限元方法 整体计算
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基于σ坐标变换和水位函数法的立面二维水动力学模型 被引量:3
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作者 孙先 杨文俊 王国栋 《长江科学院院报》 CSCD 北大核心 2012年第7期6-9,26,共5页
根据近年来计算水力学在计算方法上的最新成果,提出了一种用于计算水流运动沿水深方向变化动水压力条件下的立面二维水动力学模型。模型中,采用基于Boussinesq假定的不可压缩牛顿流体的Navier-stokes方程作为控制方程,并对其做σ坐标变... 根据近年来计算水力学在计算方法上的最新成果,提出了一种用于计算水流运动沿水深方向变化动水压力条件下的立面二维水动力学模型。模型中,采用基于Boussinesq假定的不可压缩牛顿流体的Navier-stokes方程作为控制方程,并对其做σ坐标变换,简化了计算区域。数值方法上,通过有限差分法离散控制方程,采用矩形交错网格,利用水位函数法求解自由水面流动,通过分步解法在交错网格上求解速度项和动水压力项。用该模型模拟了微幅波运动,并对模型计算结果与微幅波运动解析解进行比较,结果表明该立面二维水动力学模型具有良好的精度。 展开更多
关键词 立面二维水动力学模型 σ坐标变换 水位函数法
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长江口北支段纳污能力分析 被引量:7
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作者 钱小娟 陈艳 顾爱辉 《水资源保护》 CAS 2012年第3期64-67,共4页
根据长江口北支水流、水质的特点和实际需要,建立二维非稳态水流-水质耦合模型,应用该模型模拟长江口北支的流场和浓度场,计算1000m污染带控制长度下长江北支自海门汤加镇至启东灯杆港江段的纳污能力,结果表明,该江段对COD的纳污能力为3... 根据长江口北支水流、水质的特点和实际需要,建立二维非稳态水流-水质耦合模型,应用该模型模拟长江口北支的流场和浓度场,计算1000m污染带控制长度下长江北支自海门汤加镇至启东灯杆港江段的纳污能力,结果表明,该江段对COD的纳污能力为3659t/a,对NH3-N的纳污能力为265t/a。 展开更多
关键词 长江口北支 二维非稳态水流-水质耦合模型 水域 纳污能力
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