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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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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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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 水质模型 汉水流域 中下游 模型模拟 中国 水质富营养化 降雨径流模型 水动力学模型
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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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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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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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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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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
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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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不同调水方案对沙湖水动力及水质影响研究
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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
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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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基于Delft3D的大辽河水动力水质数值模拟
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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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基于断面水质达标的污水处理厂尾水排放浓度确认研究
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作者 肖雅琴 王炜 +2 位作者 杨道军 胡琦玉 商鹤琴 《环境科技》 2024年第2期52-55,61,共5页
我国在建设项目准入中实行“三线一单”生态环境分区管控制度,“环境质量底线”是其重要要素之一。研究以苏中水网地区某工业污水处理厂为例,遵循地表水环境质量底线要求,在满足控制断面(排污口下游2 km)主要水质污染因子浓度达标并预... 我国在建设项目准入中实行“三线一单”生态环境分区管控制度,“环境质量底线”是其重要要素之一。研究以苏中水网地区某工业污水处理厂为例,遵循地表水环境质量底线要求,在满足控制断面(排污口下游2 km)主要水质污染因子浓度达标并预留安全余量的要求下,通过构建一维河网水动力水质耦合模型,建立污染源与水质响应关系,模拟分析丰、枯水期控制断面水质稳定达标时污水处理厂尾水的允许排放浓度,为区域水环境保护和管理工作提供技术支撑。 展开更多
关键词 尾水排放浓度 一维河网水动力水质模型 入河排污口 控制断面
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基于水动力水质模型的浅水型湖泊水环境治理目标可达性评估
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作者 毛毅 饶世雄 +3 位作者 陈铁 江山 范乐 魏征 《给水排水》 CSCD 北大核心 2024年第2期65-71,共7页
当前湖泊水环境治理仍然面临着湖泊水质的实际改善效果与工程方案预期不相符的难题,特别是城市浅水型湖泊,其受外源污染、底泥释放、降雨冲击等因素,对治理成效扰动响应更为剧烈,因此,进行多因素成效评估对城市浅水型湖泊水环境治理尤... 当前湖泊水环境治理仍然面临着湖泊水质的实际改善效果与工程方案预期不相符的难题,特别是城市浅水型湖泊,其受外源污染、底泥释放、降雨冲击等因素,对治理成效扰动响应更为剧烈,因此,进行多因素成效评估对城市浅水型湖泊水环境治理尤为重要。采用InfoWorks ICM模型,以武汉市墨水湖为例,搭建浅水型湖泊水质水动力模型,依据气象水文、城市开发建设、湖泊污染情况等现状数据,基于模型计算原理,研究COD、NH_(3)-N、TP等污染物的变化趋势,定量分析不同工况情景下湖泊水质的可达性,评估规划拟建工程的实施效果,可为同类湖泊水环境治理工程方案优化提供参考。 展开更多
关键词 水环境治理 浅水型湖泊 目标可达性评估 水动力水质模型
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基于水文-水动力-水质模型的区域水环境治理改善措施评估——以南方某市区域流域为例
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作者 杨大森 梁卓其 王逢武 《广东化工》 CAS 2024年第1期111-117,共7页
为进一步优化城市水环境治理方案,利用模型模拟的方法研究评估分析区域黑臭水体整治策略与实施方案的效果。基于研究区域内监测与河网等基础数据,采用水文、水动力及水质模型模拟区域内的水文过程、水力调度及污染物迁移转化等过程,研... 为进一步优化城市水环境治理方案,利用模型模拟的方法研究评估分析区域黑臭水体整治策略与实施方案的效果。基于研究区域内监测与河网等基础数据,采用水文、水动力及水质模型模拟区域内的水文过程、水力调度及污染物迁移转化等过程,研究不同环境整治方案的水质改善评估方法与技术。结果表明,采用控源截污方案对污染削减有更显著的效果,在进一步结合水闸调度、内外江泵站活水等工程措施,整体水环境质量能达到预期的控制目标。通过水力水质模型模拟分析,掌握不同工程方案下研究区域的水质改善效果,可为工程治理提供定量的评价数据和科学依据。 展开更多
关键词 河网系统 水力水质模型 控源截污 水环境质量改善
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基于Delft3D模型对深圳湾近岸海域污染物迁移模拟
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作者 孙文郡 范博渊 +1 位作者 黎栩霞 徐旭 《海河水利》 2024年第3期22-30,共9页
以深圳市深圳湾近岸海域为研究对象,基于Delft3D软件,建立深圳湾三维水动力水质耦合模型。利用实测数据对模拟结果进行验证,分析深圳湾海域水质时空变化规律。模拟结果表明,深圳湾内的污染物浓度整体较高,浓度分布受潮汐变化敏感性强,... 以深圳市深圳湾近岸海域为研究对象,基于Delft3D软件,建立深圳湾三维水动力水质耦合模型。利用实测数据对模拟结果进行验证,分析深圳湾海域水质时空变化规律。模拟结果表明,深圳湾内的污染物浓度整体较高,浓度分布受潮汐变化敏感性强,不仅受各污染源点源强与流量的影响,而且受湾内的潮汐动力影响,污染物浓度值总体从湾口向湾顶逐渐增大,浓度梯度由外向内递增。 展开更多
关键词 深圳湾 近岸海域 Delft3D模型 三维水动力水质耦合模型 污染物迁移
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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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柳堰集水库渔光互补工程对水环境影响的数值模拟研究 被引量:2
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作者 张万顺 邓浪浪 +3 位作者 彭虹 刘馨 蒋安娜 周奉 《水资源保护》 EI CAS CSCD 北大核心 2023年第5期1-8,共8页
针对渔光互补工程对水环境的影响缺乏精准量化研究的问题,构建了适用于柳堰集水库的水动力水质水生态工程耦合数值模型,模拟了2020年8月自然现状和渔光互补工程实施后库区水温、化学需氧量、溶解氧、总磷、总氮、叶绿素a的质量浓度时空... 针对渔光互补工程对水环境的影响缺乏精准量化研究的问题,构建了适用于柳堰集水库的水动力水质水生态工程耦合数值模型,模拟了2020年8月自然现状和渔光互补工程实施后库区水温、化学需氧量、溶解氧、总磷、总氮、叶绿素a的质量浓度时空分布,并计算了水体富营养化指数。结果表明:渔光互补工程实施后,柳堰集水库的水温、溶解氧和叶绿素a质量浓度分别下降了0~6℃、0~0.02 mg/L和0~0.0005 mg/L,化学需氧量质量浓度上升了0~10 mg/L;总磷、总氮质量浓度变化趋势在光伏板下伏水域和未布设光伏板水域呈现较大差异性,光伏板下伏水域总磷质量浓度升高了0~0.814 mg/L,总氮质量浓度降低了0~0.125 mg/L;各水质指标在渔光互补工程实施前后的差异随时间推移逐渐减小,入汇口水体富营养化程度显著下降,中央库区灌溉取水口水体富营养化指数提高了5.61~16.00。 展开更多
关键词 渔光互补工程 富营养化 水动力水质水生态工程耦合数值模型 柳堰集水库
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基于模糊数学理论的河道生态效益综合评价
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作者 吕迎雪 胡德 +2 位作者 李鑫 陈彩霞 郑传星 《中国港湾建设》 2023年第11期19-26,共8页
河道既是水生态环境的重要载体,也是水文化中不可或缺的景观资源,其生态效益在社会可持续发展中起着重要作用。文中构建了涵盖河道特性、水流特性、生物特性、社会服务特性4个维度的河道生态效益评价指标体系,其中,河道特性、生物特性... 河道既是水生态环境的重要载体,也是水文化中不可或缺的景观资源,其生态效益在社会可持续发展中起着重要作用。文中构建了涵盖河道特性、水流特性、生物特性、社会服务特性4个维度的河道生态效益评价指标体系,其中,河道特性、生物特性以及社会服务特性指标基于基础数据统计量化;水流特性指标基于河道水动力水质模型模拟结果来衡量。引入模糊数学理论构建了河道生态效益综合评价模型,其中各指标的权重采用层次分析法确定。最终形成了一套涵盖指标体系构建与量化、指标权重确定及综合评价模型构建与应用的河道生态效益评价体系。以唐山清水润城项目西沙河治理河段为研究对象,比较了5 a、10 a、20 a重现期设计降雨情景下河道治理前后的生态效益。结果显示:3种重现期设计降雨情景下,河道生态效益综合评价等级均由“差”转为“优”,表明河道清淤疏浚、堤防建设及岸坡防护工程等治理措施显著改善了河道的生态效益。 展开更多
关键词 河道生态效益 水动力水质模型 层次分析法 模糊评价模型
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东庄水库突发水污染事故下有机物的时空分布研究
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作者 贺翠玲 郭英 +2 位作者 蔡丹丹 刘少斌 李国栋 《人民珠江》 2023年第3期117-123,共7页
东庄水库作为关中渭北地区水资源配置网络中的关键工程,库区两岸分布有许多工业企业,一旦发生突发水污染事故将会严重危及水库水质安全。针对东庄水库可能发生的突发水污染事故,基于MIKE 11水动力-ECO lab模块,对东庄水库突发水污染事... 东庄水库作为关中渭北地区水资源配置网络中的关键工程,库区两岸分布有许多工业企业,一旦发生突发水污染事故将会严重危及水库水质安全。针对东庄水库可能发生的突发水污染事故,基于MIKE 11水动力-ECO lab模块,对东庄水库突发水污染事故爆发后COD_(Mn)有机物扩散情况进行数值模拟,结果表明:上游来水量对污染物的时空分布规律作用明显,污染物排放流量及排放时间对污染带影响不显著,通过改变上游来水量可控制污染带的影响时间及影响距离。该结果可为东庄水库突发水污染事故应急调控策略及方案的制定提供参考。 展开更多
关键词 水库 MIKE 11水动力-ECO lab水质模型 突发水污染事故 迁移规律
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拟建鄱阳湖水利枢纽对湖区水环境容量的影响 被引量:2
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作者 姚斯洋 林妙丽 +3 位作者 陈诚 何梦男 崔桢 陈求稳 《水资源保护》 EI CAS CSCD 北大核心 2023年第1期200-207,242,共9页
采用水动力水质模型模拟了鄱阳湖在极端退水年(2016年)和一般退水年(2017年)两种退水工况下拟建鄱阳湖水利枢纽建设前后的水动力水质过程,并构建湖区水环境容量模型评估了鄱阳湖拟建水利枢纽对湖区水质和水环境容量的影响。模拟结果表明... 采用水动力水质模型模拟了鄱阳湖在极端退水年(2016年)和一般退水年(2017年)两种退水工况下拟建鄱阳湖水利枢纽建设前后的水动力水质过程,并构建湖区水环境容量模型评估了鄱阳湖拟建水利枢纽对湖区水质和水环境容量的影响。模拟结果表明:枢纽建设运行能显著增加鄱阳湖的水体体积,每月最大可增加77%;在退水初期主要降低湖泊中部的TP质量浓度,在极端退水年的退水后期会导致闸上TP质量浓度升高,在一般退水年则会导致闸上TP质量浓度降低,但对COD_(Mn)和NH_(3)-N质量浓度空间分布无明显影响;在极端退水年,枢纽建设运行会导致COD_(Mn)、NH_(3)-N和TP质量浓度增大,而在一般退水年则会导致TP的质量浓度降低;枢纽建设运行能显著提升COD_(Mn)和NH_(3)-N的水环境容量,在一般退水年会增大TP的水环境容量,但在极端退水年TP的水环境容量可能降低。 展开更多
关键词 鄱阳湖水利枢纽 水环境容量 水质 水动力水质模型
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