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Development and application of a two-dimensional water quality model for the Daqinghe River Mouth of the Dianchi Lake 被引量:12
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作者 CHEN Qiuwen TAN Kui +1 位作者 ZHU Chuanbao LI Ruonan 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2009年第3期313-318,共6页
Water quality models are important tools to support the optimization of aquatic ecosystem rehabilitation programs and assess their efficiency. Basing on the flow conditions of the Daqinghe River Mouth of the Dianchi L... Water quality models are important tools to support the optimization of aquatic ecosystem rehabilitation programs and assess their efficiency. Basing on the flow conditions of the Daqinghe River Mouth of the Dianchi Lake, China, a two-dimensional water quality model was developed in the research. The hydrodynamics module was numerically solved by the alternating direction iteration (ADI) method. The parameters of the water quality module were obtained through the in situ experiments and the laboratory analyses that were conducted from 2006 to 2007. The model was calibrated and verified by the observation data in 2007. Among the four modelled key variables, i.e., water level, COD (in CODcr), NH4+-N and PO43-P the minimum value of the coefficient of determination (COD) was 0.69, indicating the model performed reasonably well. The developed model was then applied to simulate the water quality changes at a downstream cross-section assuming that the designed restoration programs were implemented. According to the simulated results, the restoration programs could cut down the loads of COD and PO43-P about 15%. Such a load reduction, unfortunately, would have very little effect on the NH4^+-N removal. Moreover, the water quality at the outlet cross-section would be still in class V (3838-02), indicating more measures should be taken to further reduce the loads. The study demonstrated the capability of water quality models to support aquatic ecosystem restorations. 展开更多
关键词 two-dimensional water quality model parameter estimation restoration program evaluation Dianchi Lake
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Water Quality Model Establishment for Middle and Lower Reaches of Hanshui River,China 被引量:3
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作者 WANG Qinggai ZHAO Xiaohong +3 位作者 YANG Mushui ZHAO Yue LIU Kun MA Qiang 《Chinese Geographical Science》 SCIE CSCD 2011年第6期646-655,共10页
With the development of industry and agriculture,nitrogen,phosphorus and other nutrients in the Hanshui River greatly increase and eutrophication has become an important threat to the water quality of the Hanshui Rive... With the development of industry and agriculture,nitrogen,phosphorus and other nutrients in the Hanshui River greatly increase and eutrophication has become an important threat to the water quality of the Hanshui River,especially in the middle and lower reaches.The primary objective of this study was to establish the water quality model for the middle and lower reaches of the Hanshui River based on the model of MIKE 11.The main pollutants migration and transformation process could be simulated using the water quality model.The rainfall-runoff model,hy-drodynamic model and water quality model were established using MIKE 11.The pollutants,such as chemical oxygen demand(COD),biochemical oxygen demand(BOD),ammonia nitrogen,nitrate nitrogen,phosphorus,dissolved oxy-gen(DO),were simulated and predicted using the above three models.A set of methods computing non-point source pollution load of the Hanshui River Basin was proposed in this study.The simulated and observed values of COD,BOD5,ammonia,nitrate,DO,and total phosphorus were compared after the parameter calibration of the water quality model.The simulated and observed results match better,thus the model can be used to predict water quality in the fu-ture for the Hanshui River.The pollution trend could be predicted using the water quality model according pollution load generation.It is helpful for government to take effective measures to prevent the water bloom and protect water quality in the river. 展开更多
关键词 rainfall-runoff model hydrodynamic model water quality model Hanshui River MIKE 11
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An integrated measurement and modeling methodology for estuarine water quality management 被引量:1
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作者 Michael Hartnett Stephen Nash 《Water Science and Engineering》 EI CAS CSCD 2015年第1期9-19,共11页
This paper describes research undertaken by the authors to develop an integrated measurement and modeling methodology for water quality management of estuaries. The approach developed utilizes modeling and measurement... This paper describes research undertaken by the authors to develop an integrated measurement and modeling methodology for water quality management of estuaries. The approach developed utilizes modeling and measurement results in a synergistic manner. Modeling results were initially used to inform the field campaign of appropriate sampling locations and times, and field data were used to develop accurate models. Remote sensing techniques were used to capture data for both model development and model validation. Field surveys were undertaken to provide model initial conditions through data assimilation and determine nutrient fluxes into the model domain. From field data, salinity re- lationships were developed with various water quality parameters, and relationships between chlorophyll a concentrations, transparency, and light attenuation were also developed. These relationships proved to be invaluable in model development, particularly in modeling the growth and decay of chlorophyll a. Cork Harbour, an estuary that regularly experiences summer algal blooms due to anthropogenic sources of nutrients, was used as a case study to develop the methodology. The integration of remote sensing, conventional fieldwork, and modeling is one of the novel aspects of this research and the approach developed has widespread applicability. 展开更多
关键词 Estuarine modeling hydrodynamicS water quality management NUTRIENTS PHYTOPLANKTON Field measurements Remote sensing
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Modelling of water quality of Minjiang estuary
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作者 Ye Changming, Ding Mei, Sun Jianhua, Wang Hun Chen Qihao, Liu Jifeng1 Rsear山Center for Eco-Envirnmental Sciences,Acdemla Sinica,Beijing,China2 Fushou Municpal Environmental Monitoring Statiou, Fuzhou, China 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 1989年第1期99-106,共8页
In order to establish economic development region at Mawei districtwhich is nearby downstream of Minjiang river and to answer the question of impact of economic development on water quality of Minjiang estuary, the an... In order to establish economic development region at Mawei districtwhich is nearby downstream of Minjiang river and to answer the question of impact of economic development on water quality of Minjiang estuary, the analyses of hydrologic and hydraulic characteristics of Mawei reach of Minjiang tidal river, a two-dimensional mathematical model has been established and simulation of water quality was studied. The results show that the flushing time of a conservative pollutant during dry and raining period are 12 and 7 days respectively from Mawei to Minjiang mouth, the decay rate constants of BOD and NH3-N are 0.1 to 0.4 and 0.18 to 0.45 d-1 respectively. The capacity of dilution and assimilation for pollutants is larger. 展开更多
关键词 tidal river water-environmental capacity two-dimensional model water quality simulation.
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Water quality changing trends of the Miyun Reservoir 被引量:6
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作者 王建平 程声通 贾海峰 《Journal of Southeast University(English Edition)》 EI CAS 2005年第2期215-219,共5页
In order to simulate changes in the water quality of the Miyun Reservoir dueto continuous descent of surface water level, a 3-D ecological hydrodynamic model was developedthrough coupling the water quality analysis si... In order to simulate changes in the water quality of the Miyun Reservoir dueto continuous descent of surface water level, a 3-D ecological hydrodynamic model was developedthrough coupling the water quality analysis simulation program (WASP) with the environmental fluiddynamics code (EFDC). The model was then calibrated and verified. Four scenarios (S1, S21, S22 andS23) were simulated using the model. Results show that the water quality of the Miyun Reservoirunder conditions of low surface water level is apparently affected by different amounts of inflowand different total phosphorus (TP) loadings. The chlorophyll-a concentration might exceed 10 μg/Lin many areas of the Miyun Reservoir (This limitative value is seen as a critical value ofeutrophication) when large loadings of TP enter due to the amount of inflow increasing. Results ofscenario S23 indicate that control of TP loadings can decrease chlorophyll-a concentrationeffectively, and the water quality of the Miyun Reservoir will improve or retain its status quo. 展开更多
关键词 water quality model hydrodynamic model scenario analysis changing trends
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The Hydrodynamic Behaviour of Euboean Gulf Coastal Areas and the Mixing of the Physico-Chemical Characteristics of Urban Sewage Discharged into Them under the Influence of Climate Change
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作者 Evangelos Tsirogiannis Panagiotis Angelidis 《Computational Water, Energy, and Environmental Engineering》 2023年第4期27-57,共31页
The hydrodynamic circulation within the marine environment is a complex phenomenon, characterized by the interplay of strong tidal forces, atmospheric influences, and bathymetric features. The physical and hydrodynami... The hydrodynamic circulation within the marine environment is a complex phenomenon, characterized by the interplay of strong tidal forces, atmospheric influences, and bathymetric features. The physical and hydrodynamic attributes of this flow play a pivotal role in promoting vertical mixing of seawater masses, thereby facilitating the integration of their physical and chemical parameters, including nutrients and oxygen. Additionally, they are instrumental in governing the dispersion and diffusion of pollutants originating from urban sewage, contributing to the overall water renewal process and environmental quality. This study investigates the potential impact of anticipated increases in average air temperatures on water column stratification in coastal regions susceptible to these dynamic influences. These areas receive treated urban sewage, and the study aims to assess how these temperature changes might influence the dispersion and mixing of pollutant loads present in these coastal waters. 展开更多
关键词 hydrodynamic modeling Climate Change Euboean Gulf Greece STRATIFICATION Sewage Mixing water quality modeling
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Three-dimensional hydrodynamic and water quality model for TMDL development of Lake Fuxian,China 被引量:25
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作者 Lei Zhao Xiaoling Zhang +4 位作者 Yong Liu Bin He Xiang Zhu Rui Zou Yuanguan Zhu 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2012年第8期1355-1363,共9页
Lake Fuxian is the largest deep freshwater lake in China. Although its average water quality meets Class I of the China National Water Quality Standard (CNWQS), i.e., GB3838-2002, monitoring data indicate that the w... Lake Fuxian is the largest deep freshwater lake in China. Although its average water quality meets Class I of the China National Water Quality Standard (CNWQS), i.e., GB3838-2002, monitoring data indicate that the water quality approaches the Class II threshold in some areas. Thus it is urgent to reduce the watershed load through the total maximum daily load (TMDL) program. A three-dimensional hydrodynamic and water quality model was developed for Lake Fuxian, simulating flow circulation and pollutant fate and transport. The model development process consists of several steps, including grid generation, initial and boundary condition configurations, and model calibration processes. The model accurately reproduced the observed water surface elevation, spatiotemporal variations in temperature, and total nitrogen (TN), total phosphorus (TP), and chemical oxygen demand (COD) concentrations, suggesting a reasonable numerical representation of the prototype system for further TMDL analyses. The TMDL was calculated using two interpretations of the water quality standards for Class I of the CNWQS based on the maximum instantaneous surface and annual average surface water concentrations. Analysis of the first scenario indicated that the TN, TP and COD loads should be reduced by 66%, 68% and 57%, respectively. Water quality was the highest priority; however, local economic development and cost feasibility for load reduction can pose significant issues. In the second interpretation, the model results showed that, under the existing conditions, the average water quality meets the Class I standard and therefore load reduction is unnecessary. Future studies are needed to conduct risk and cost assessments for realistic decision-making. 展开更多
关键词 hydrodynamic and water quality model Lake Fuxian water quality prediction total maximum daily load
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江苏感潮河段生态环境需水量计算——以射阳河为例
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作者 虞美秀 刘沂轩 +4 位作者 夏飞 唐春生 王德维 乐峰 《江苏水利》 2025年第3期1-6,共6页
研究以江苏沿海盐城感潮河段射阳河为对象,构建适用于射阳河的水动力-水质-泥沙耦合模型实现水量、污染物浓度和泥沙淤积的变化过程模拟,利用构建的水动力-水质-泥沙耦合模型核算河道水质达标和冲淤保港的生态需水量,并与改进生态水力... 研究以江苏沿海盐城感潮河段射阳河为对象,构建适用于射阳河的水动力-水质-泥沙耦合模型实现水量、污染物浓度和泥沙淤积的变化过程模拟,利用构建的水动力-水质-泥沙耦合模型核算河道水质达标和冲淤保港的生态需水量,并与改进生态水力半径法计算的基本生态环境需水量进行比较,进而最终确定射阳河挡潮闸闸上闸下的生态环境需水量。研究结果表明:构建的研究区水动力-水质-泥沙耦合模型能够有效模拟射阳河水动力、水质及泥沙淤积变化过程,符合模拟精度要求;射阳河闸上汛期生态环境需水量为348 m^(3)/s,闸下非汛期生态环境需水量为205 m^(3)/s。研究成果可为江苏感潮河流生态环境需水核算、生态系统健康保护与修复提供参考。 展开更多
关键词 生态需水 水动力模型 水质模型 感潮河段
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补水对蠡湖水体透明度改善效果的数值模拟
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作者 吴佩翰 朱海 +6 位作者 徐项哲 鞠茂森 闫世康 杨晨霞 周志博 唐洪武 王玲玲 《水资源保护》 北大核心 2025年第1期186-197,共12页
为客观评估太湖水补水对蠡湖透明度改善效果的影响,由实测资料分析得出了适用于蠡湖的水体透明度(SD)与悬浮物(SS)浓度、叶绿素a(Chla)浓度的相关关系,并利用MIKE 21构建了蠡湖水动力-水质耦合模型,经验证模型精度良好,可用于模拟计算;... 为客观评估太湖水补水对蠡湖透明度改善效果的影响,由实测资料分析得出了适用于蠡湖的水体透明度(SD)与悬浮物(SS)浓度、叶绿素a(Chla)浓度的相关关系,并利用MIKE 21构建了蠡湖水动力-水质耦合模型,经验证模型精度良好,可用于模拟计算;以南部长广溪节制闸及西部五里湖节制闸进水两种典型补水方案为例,分析了蠡湖水体透明度的改善效果。计算结果表明:两种方案均可将蠡湖平均透明度提升至0.8 m以上;南部补水方案使全湖平均透明度提高了0.5 m,好于西部补水方案;适当加大东部出口的出流量可以提高水体透明度的改善效果;补水会导致局部区域悬浮物浓度增加,在补水总流量固定的条件下,适当调控出口流量分配可以有效改善蠡湖水体透明度。 展开更多
关键词 水体透明度 补水 MIKE 21 水动力-水质耦合模型 蠡湖
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引江补汉工程运行对三峡水源区水环境的影响预测
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作者 吴贞晖 王孟 +3 位作者 刘扬扬 吴比 肖洋 张可可 《长江科学院院报》 北大核心 2025年第2期194-203,共10页
引江补汉工程实施将引起三峡库区水文情势和水质变化。为预测引江补汉工程运行对水源区水环境的影响,构建水源区二维水动力水质模型,分析丰、平、枯、特枯水年情景下水源区水文情势、水动力变化和化学需氧量(COD)、氨氮、总磷浓度时空... 引江补汉工程实施将引起三峡库区水文情势和水质变化。为预测引江补汉工程运行对水源区水环境的影响,构建水源区二维水动力水质模型,分析丰、平、枯、特枯水年情景下水源区水文情势、水动力变化和化学需氧量(COD)、氨氮、总磷浓度时空分布特征,并提出相应的水环境保护措施。结果表明:引江补汉工程实施后,龙潭溪取水口水域水动力条件显著增强,各月流速增幅达0~0.04 m/s;工程实施后取水口水质受引水拖拽作用趋向于主库区,不同典型年下该断面COD、氨氮、总磷年均变化幅度分别介于-2.31%~0.41%、4.18%~8.20%、0.77%~1.82%,非引水时段有发生富营养化风险。研究成果可为引江补汉工程水源区水环境保护与治理提供理论与技术支撑。 展开更多
关键词 引江补汉工程 三峡水源区 水环境影响预测 数值模拟 二维水动力水质模型 水环境保护与治理
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基于水质水动力模型的人工调蓄池高质量供水研究
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作者 王艳 王韧 +1 位作者 杨金凤 张秀微 《人民长江》 北大核心 2025年第2期9-16,共8页
为充分总结人工调蓄池工程高质量供水技术经验,基于南水北调亦庄调节池工程运行实践,对其供水现状和2017~2023年的运行情况进行分析,对水源补给、常态化供水量、水体空间分布等因素对水质质量的影响进行研究,构建水质水动力模型模拟变... 为充分总结人工调蓄池工程高质量供水技术经验,基于南水北调亦庄调节池工程运行实践,对其供水现状和2017~2023年的运行情况进行分析,对水源补给、常态化供水量、水体空间分布等因素对水质质量的影响进行研究,构建水质水动力模型模拟变化趋势,总结人工调蓄池高质量供水实践经验,并提出长效改进建议。结果表明:①亦庄调节池为人工蓄水池,受调度需求影响,来水停留时间不稳定,水体氮磷营养盐、有机物、叶绿素自身的季节性变化规律并不明显。②水量补给对水质质量影响较大,当单次补水量达到10.0万m 3以上时,氨氮浓度从0.40 mg/L降低至0.21 mg/L,降低近50%,总氮浓度从1.40 mg/L降低至0.90 mg/L,下降36%左右。当单次补水量低于10.0万m 3时,叶绿素a平均浓度约为7.00μg/L;当单次补水量达到20.0万m 3以上时,叶绿素a平均浓度约为3.00μg/L;持续向水厂供水20.0万m 3/d的运行状态下,叶绿素a平均浓度约为2.50μg/L。③在常态化日供水量控制在20.0万m 3及以上(人工调蓄池总调蓄容积的8%左右)时,采取调节池一期、二期联合调度供水模式,延长水流路径,充分交换水体,通过以空间换时间的策略实现净化水质的目的,可同时满足供水需求和水体质量维持需求。研究成果可为水利工程人工调蓄池高质量供水的运行管理提供参考。 展开更多
关键词 人工调蓄池 水质水动力模型 高质量供水 亦庄调节池 南水北调中线工程
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西淝河采煤沉陷区水环境特征分析及水质预测
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作者 丁媛媛 方超 +2 位作者 郭凤舞 张文君 张程 《中国资源综合利用》 2025年第1期129-133,共5页
引江济淮工程的西淝河线路穿过潘谢矿区的西淝河采煤沉陷区(主要包括张集洼地、谢桥洼地等沉陷洼地)和港河下游的姬沟湖、西淝河下游的花家湖等天然湖泊,它是江水北送段的水量调蓄区之一。为保障西淝河线水质安全和水量充沛,根据引江济... 引江济淮工程的西淝河线路穿过潘谢矿区的西淝河采煤沉陷区(主要包括张集洼地、谢桥洼地等沉陷洼地)和港河下游的姬沟湖、西淝河下游的花家湖等天然湖泊,它是江水北送段的水量调蓄区之一。为保障西淝河线水质安全和水量充沛,根据引江济淮工程前期研究,当西淝河线取水口水质达到地表水Ⅲ类标准时,优先利用淮河干流调蓄,启用西淝河泵站直接从淮河干流抽水;当遭遇淮河干流污染团或水质不达标时,暂停从淮河干流抽水,利用西淝河采煤沉陷区所蓄清水,抽水北送。为了研究西淝河采煤沉陷区作为调蓄区的可能性,开展西淝河采煤沉陷区水环境特征分析,预测西淝河下游水质。采用一二维耦合水动力-水质数学模型,针对西淝河采煤塌陷区现状地形沉陷情景,开展不同来流条件的塌陷区水质模拟预测,对采煤沉陷区水质进行分析,为引江济淮江水北送段工程提供基础数据支撑。 展开更多
关键词 西淝河采煤沉陷区 一二维耦合水动力-水质数学模型 水环境特征 水质预测
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Physical Hydrography and Algal Bloom Transport in Hong Kong Waters 被引量:6
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作者 匡翠萍 李行伟 《China Ocean Engineering》 SCIE EI 2005年第4期539-556,共18页
In sub-tropical coastal waters around Hong Kong, algal blooms and red tides are usually first sighted in the Mirs Bay, in the eastern waters of Hong Kong. A calibrated three-dimensional hydrodynamic model for the Pear... In sub-tropical coastal waters around Hong Kong, algal blooms and red tides are usually first sighted in the Mirs Bay, in the eastern waters of Hong Kong. A calibrated three-dimensional hydrodynamic model for the Pearl River Estuary (Delft3D) has been applied to the study of the physical hydrography of Hong Kong waters and its relationship with algal bloom transport patterns in the dry and wet seasons. The general 3D hydrodynamic circulation and salinity structure in the partially-mixed estuary are presented. Extensive numerical surface drogue tracking experiments are performed for algal blooms that are initiated in the Mirs Bay under different seasonal, wind and tidal conditions. The probability of bloom impact on the Victoria Harbour and nearby urban coastal waters is estimated. The computations show that: i) In the wet season (May - August), algal blooms initiated in the Mirs Bay will move in a clockwise direction out of the bay, and be transported away from Hong Kong due to SW monsoon winds which drive the SW to NE coastal current; ii) In the dry season (November- April), algal blooms initiated in the northeast Mirs Bay will move in an anti-clockwise direction and be carried away into southern waters due to the NE to SW coastal current driven by the NE monsoon winds; the bloom typically flows past the east edge of the Victoria Harbeur and nearby waters. Finally, the role of hydrodynamic transport in an important episodic event -- the spring 1998 massive red tide -- is quantitatively examined. It is shown that the strong NE to E wind during late March to early April, coupled with the diurnal tide at the beginning of April, significantly increased the probability of bloom transport into the Port Shelter and East Lamma Channel, resulting in the massive fish kill. The results provide a basis for risk assessment of harmful algal bloom (HAB) impact on urban coastal waters around the Victoria Habour. 展开更多
关键词 red tide harmful algal blooms MARICULTURE fish kill drogue tracking EUTROPHICATION hydrodynamic modelling water quality environmental hydraulics wind-induced transport
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平原河网水动力优化调度与水环境改善的响应关系研究 被引量:3
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作者 王添 侯精明 +4 位作者 栾广学 申腾飞 张荣斌 沈健 孙学良 《水力发电学报》 CSCD 北大核心 2024年第8期98-111,共14页
平原河网河道流动性较差是引起水环境污染严重的主要原因,引调水是改善平原河网地区水环境的重要措施之一。本文以佛山市三山围为例,基于实测资料构建了河网水动力水质耦合模型,采用15天的连续水动力水质监测数据对模型进行了验证,并将... 平原河网河道流动性较差是引起水环境污染严重的主要原因,引调水是改善平原河网地区水环境的重要措施之一。本文以佛山市三山围为例,基于实测资料构建了河网水动力水质耦合模型,采用15天的连续水动力水质监测数据对模型进行了验证,并将NSE和RMSE模型评价指标用于模型评价。同时结合地势、潮汐规律和景观水位等设计了4种闸控模式和7种景观控制水位,共28种模拟工况,模拟分析了不同条件下的水动力水质改善与内外江潮位变化、引排水流量及其空间分布、闸控方式和景观水位等综合响应机理。结果表明:构建的模型合理可靠。研究区域受引排水路径的影响,河道流动性差异较为显著。综合考虑河道流量分布、水流路径、分汊河道分流作用和外江污染物浓度等对河道水质的作用效果并有效结合潮汐河网的动态水环境容量和污染源排放的时空分布对水环境的改善作用将非常显著。与低景观控制水位相比,高景观控制水位的内江动态水环境容量相对较大,污染物浓度较低。景观控制水位从0.2 m上升至0.8 m时,不同引调水路径的引水流量上升28.00%~64.70%,断面氨氮浓度削减了0.85~5.50 mg/L,削减比例达到28.89%~67.23%。本研究为平原潮汐河网水环境优化调度研究提供了新的思路,为相关部门对平原河网的水环境改善提供了重要的参考。 展开更多
关键词 暴雨洪水管理模型 一维河网模型 引调水方案 景观控制水位 水动力水质耦合
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考虑水动力条件及水系连通的平原河网圩区畅流活水方案 被引量:1
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作者 王军 蒋煜 +3 位作者 张兰 李扬 孟楠 秦纯 《水电能源科学》 北大核心 2024年第4期39-42,61,共5页
针对平原河网地区水动力条件不足等问题,以嘉兴市新塍镇为例,探究不同畅流活水方案对河道水质的改善效果。构建MIKE11水动力学水质耦合模型,分析“引水/水系连通—水质”驱动响应规律,以NH3-N浓度为主要指标,分析不同活水方案的水质改... 针对平原河网地区水动力条件不足等问题,以嘉兴市新塍镇为例,探究不同畅流活水方案对河道水质的改善效果。构建MIKE11水动力学水质耦合模型,分析“引水/水系连通—水质”驱动响应规律,以NH3-N浓度为主要指标,分析不同活水方案的水质改善效果,并提出优化调控方案。结果表明,集中引水对区域水质改善影响较小,分散设置多个引水点可明显提高水质;直接对水质较差河道进行补水,污染物消减率在8%~30%之间,水质改善效果较明显;合理的水系连通工程可进一步增加畅流活水方案水质改善效果。 展开更多
关键词 平原河网 水动力学水质耦合模型 MIKE11 优化调控方案
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核电工程异形水箱流固耦合分布式参数模型与效用研究
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作者 李建波 刘佳 +1 位作者 李志远 林皋 《振动与冲击》 EI CSCD 北大核心 2024年第8期43-51,77,共10页
在流固耦合动力分析领域,传统的Housner模型在工程设计中发挥重要作用。但其理论推导仅适用于规则水箱,采用集中质量总体模型描述液体晃动的整体效应,难以有效模拟异形水箱储液结构的局部精细响应,亟须建立适用于不规则水体晃荡的分布... 在流固耦合动力分析领域,传统的Housner模型在工程设计中发挥重要作用。但其理论推导仅适用于规则水箱,采用集中质量总体模型描述液体晃动的整体效应,难以有效模拟异形水箱储液结构的局部精细响应,亟须建立适用于不规则水体晃荡的分布式附加质量模型。基于势流理论推导了一种模态综合法模型,实现了分布质量与储液器壁激振加速度的解耦。该模型能够有效剥离分布式的脉冲质量与对流质量;同时,实体网格的振型分析适用于任意形状水体的动力分析。通过算例的形式将该模型与精细声学-结构耦合(Acoustic-Structural coupling,CAS)模拟法进行了比较,验证了模型的精确性与可靠性。最后,基于本文的模型研究了核电异形的安全水箱在不同水位和减晃格栅分布下的动力响应规律,并检验了其在工程中的适用性。 展开更多
关键词 流固耦合 动水分布式质量模型 模态综合法 核电异形水箱
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数字孪生丹江口水质模型关键技术与应用 被引量:4
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作者 靖争 曹慧群 +2 位作者 林莉 秦赫 郭晓明 《人民长江》 北大核心 2024年第8期222-230,共9页
数字孪生技术作为近年来的创新技术,通过构建精确的虚拟模型实现了对实际物理世界的高度映射,为解决传统水质安全管理中的难题提供了全新的视角和方法。水质模型是实现数字孪生湖库水质安全精准映射和虚实互动的核心。围绕南水北调中线... 数字孪生技术作为近年来的创新技术,通过构建精确的虚拟模型实现了对实际物理世界的高度映射,为解决传统水质安全管理中的难题提供了全新的视角和方法。水质模型是实现数字孪生湖库水质安全精准映射和虚实互动的核心。围绕南水北调中线工程的水源地——丹江口水库的水质安全管理需求,针对传统模型存在的模拟失真、误差累积、计算速度慢及无法满足突发污染事件实际决策要求等各种技术难题,提出了一种新型三维水动力水质模型,并利用实地流场观测和水质监测数据进行了模型校验。结果表明:该模型主要改进了组合σ/z网格、总磷本构方程、突发污染投药处置模拟、OpenMP并行计算、水动力预计算和双时间步长模式、污染团扩散轨迹示踪等关键技术,显著提升了模型的计算效率和模拟精度;通过在2023年汉江秋汛期间对丹江口水库水质安全管理的实际应用,证明了该模型能有效支持水质安全“四预”功能(预报、预警、预演、预案),模拟结果为汉江秋汛防御及汛后蓄水水质安全保障提供了重要技术支撑。 展开更多
关键词 数字孪生 水质安全 水质模型 水动力水质模型 丹江口水库
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基于Delft3D的大辽河水动力水质数值模拟 被引量:3
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作者 杜甫 闫晓惠 陈小强 《水电能源科学》 北大核心 2024年第1期32-35,161,共5页
近年来,大辽河流域工业化发展迅速,带来了一系列水质恶化问题。因此,通过实测大辽河水文和水质数据,基于Delft3D建立大辽河二维水动力模型,对其进行水位和水温验证,计算值与实测值基本吻合;在水动力模型的基础上建立水质模型,对其进行NH... 近年来,大辽河流域工业化发展迅速,带来了一系列水质恶化问题。因此,通过实测大辽河水文和水质数据,基于Delft3D建立大辽河二维水动力模型,对其进行水位和水温验证,计算值与实测值基本吻合;在水动力模型的基础上建立水质模型,对其进行NH^(+)_(4)-N(氨氮)和DO(溶解氧)验证,计算结果基本能够反映真实水质变化趋势。通过验证后的水动力水质耦合模型分析大辽河水动力水质输移特征。结果表明,大辽河具有明显的半日潮特征,河口处的流速低于内陆河道的流速;NH^(+)_(4)-N浓度年际分布较为均匀,DO浓度夏季较低,冬季较高;涨潮时,河口处NH^(+)_(4)-N浓度降低,落潮时河口处NH^(+)_(4)-N浓度升高;汛期排放的污染物浓度峰值高于枯水期的值,峰现时间也早于枯水期,在枯水期,污染物更容易在河口处滞留;整合排污口和减排两种方式均能降低河道内污染物浓度,靠近河道上游整合排污口方式优于减排方式,靠近河口减排方式略优于整合排污口。研究成果可为大辽河水质管理提供参考。 展开更多
关键词 大辽河 Delft3D 二维水动力模型 水质模型
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不同调水方案对沙湖水动力及水质影响研究 被引量:1
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作者 徐志鹏 朱翔 +6 位作者 侯俊 汪金辉 苏欢欢 闵嵩傲 朱文 丁伟 汪龙眠 《环境保护科学》 CAS 2024年第2期94-102,共9页
由于地处降雨量少、蒸发量大的特殊地理环境,沙湖每年都需要调水引流以达到改善水质和维持总体水量的目的。因此调水水量及调水路线的选取对沙湖水质改善有关键的影响。文章基于环境流体力学模型(Environmental Fluid Dynamic Code,EFDC... 由于地处降雨量少、蒸发量大的特殊地理环境,沙湖每年都需要调水引流以达到改善水质和维持总体水量的目的。因此调水水量及调水路线的选取对沙湖水质改善有关键的影响。文章基于环境流体力学模型(Environmental Fluid Dynamic Code,EFDC)模型构建了沙湖水动力-水质模型,模拟沙湖水动力、总氮和总磷的时空分布特征,发现与实际数值拟合度较高;并基于沙湖实际调水方案,设置四种调水方案,探究了不同调水方案对沙湖水动力及水质的影响。结果表明调水引流工程能有效加快沙湖水体流速同时降低总氮、总磷浓度,但也会造成沙湖水质波动。相较于减水方案,增水方案对提高沙湖水体流速和降低总氮、总磷浓度的效果更好;与八一渠入流相比,东干渠入流更利于提升沙湖水体流速和降低沙湖总氮、总磷浓度。总体而言,4种调水方案中方案一(增水方案)是改善沙湖水动力条件和水质的最佳方案。 展开更多
关键词 沙湖 调水引流工程 水动力 水质 EFDC模型
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基于MIKE21研究生态补水对巢湖水质时空分布的影响 被引量:1
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作者 黄明 马飞虎 +1 位作者 匡武 孙亚敏 《环境污染与防治》 CAS CSCD 北大核心 2024年第4期463-470,477,共9页
选取引江济淮工程中引江济巢段的2条生态补水路线,设计3种生态补水方案:方案一为西兆线、菜巢线双线引入巢湖,经裕溪河巢湖闸流出;方案二为兆河单线引入巢湖,由白石天河的白山节制枢纽流出;方案三为生态补水经兆河单线进入巢湖,经裕溪... 选取引江济淮工程中引江济巢段的2条生态补水路线,设计3种生态补水方案:方案一为西兆线、菜巢线双线引入巢湖,经裕溪河巢湖闸流出;方案二为兆河单线引入巢湖,由白石天河的白山节制枢纽流出;方案三为生态补水经兆河单线进入巢湖,经裕溪河巢湖闸流出。利用MIKE21软件建立巢湖水动力水质耦合模型,模拟巢湖水动力和水质时空变化过程及4个敏感区域(南淝河入湖口、峔山岛、忠庙和饮用水水源地)的水质改善效果。总体看来,方案二对南淝河入湖口、峔山岛、忠庙水质改善效果最优,而方案三使饮用水水源地总磷(TP)浓度降幅最大。方案二降低了峔山岛、忠庙区域蓝藻暴发的潜在风险,使总氮(TN)/TP分别从14.7、13.4降至7.4、4.0;方案三使饮用水水源地的TN/TP从10.0降至4.8,降低了饮用水水源地蓝藻暴发的潜在风险,但3个生态补水方案中南淝河入湖口区域的TN/TP均在15~20,表明蓝藻暴发风险依然较高。引江济巢工程对巢湖水环境改善有积极的效果,可以保证巢湖市饮用水水源地的水质安全,但由于西半湖的水动力环境未得到改善,蓝藻暴发的潜在风险依然较高,因此,要优化生态补水方案,并有效控制入湖河流流域的地表径流污染、农业面源污染及城市合流制系统的溢流污染。 展开更多
关键词 MIKE21 生态补水 水动力 水质 耦合模型
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