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寒区测控一体化闸门抗冻闸室温度场数值模拟与优化研究 被引量:1
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作者 张宽义 颜华 +1 位作者 宋文栋 康亚亭 《水科学与工程技术》 2025年第2期57-60,共4页
随着智慧灌区建设要求的提高,计量监控信息化已成为灌区节水综合改造工程的重要内容。当前国内外广泛应用的测控一体化闸门多为铝合金材质,然而该材质在低温环境下易发生变形,影响闸门的调控性能和计量精度。针对这一问题,本研究提出一... 随着智慧灌区建设要求的提高,计量监控信息化已成为灌区节水综合改造工程的重要内容。当前国内外广泛应用的测控一体化闸门多为铝合金材质,然而该材质在低温环境下易发生变形,影响闸门的调控性能和计量精度。针对这一问题,本研究提出一种新型竖井封闭式闸室结构,并在河北省涿鹿县七一灌区进行推广应用,为评估该闸室在极端寒潮条件下的保温效果,基于七一灌区历年气象数据,采用极值分布统计方法,确定七一灌区50年重现期的极限降温幅度为26.9℃。通过选取2018年冬季最低日平均气温-6.92℃与极端降温阶段作为研究对象,利用COMSOL软件建立闸室三维有限元模型,进行温度数值模拟,验证闸室抗寒潮性能。研究结果表明:该抗冻闸室可有效解决北方寒冷地区冬季闸门因受冻导致的启闭不良、冻裂损害等问题,为灌区水利设施的冬季运行提供了可靠保障。 展开更多
关键词 灌区 闸室抗冻 测控一体化闸门 低温环境 温度数值模拟
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六垛南闸闸下河道淤积情况及原因分析 被引量:1
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作者 万青 李猛 +2 位作者 徐鑫 左佳佳 徐维杰 《水科学与工程技术》 2025年第1期25-28,共4页
挡潮闸具有挡潮、蓄淡、泄洪、排涝等功能,但由于工程在不同程度上影响了闸下河道原有的水沙运动规律,可能造成闸下河道河床抬高、过水面积减小,进而导致河道淤积,影响了工程效益的正常发挥。通过对六垛南闸历年引河断面的观测资料、上... 挡潮闸具有挡潮、蓄淡、泄洪、排涝等功能,但由于工程在不同程度上影响了闸下河道原有的水沙运动规律,可能造成闸下河道河床抬高、过水面积减小,进而导致河道淤积,影响了工程效益的正常发挥。通过对六垛南闸历年引河断面的观测资料、上游来水及泥沙来源情况进行分析,进一步研究闸下河道冲淤特征和减淤防淤措施,为挡潮闸能够充分发挥工程效益提供可借鉴的方法。 展开更多
关键词 挡潮闸 淤积 冲淤 减淤
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云南TB水电站泄洪雾化数学模型应用
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作者 刘昉 王天宇 +2 位作者 张天伟 李志 黄永春 《水科学与工程技术》 2025年第5期12-15,共4页
针对云南TB水电站泄洪雾化影响问题,采用挑流泄洪随机喷溅数学模型,对设计、校核泄洪工况进行雾雨强度预测。结果表明:地形限制了泄洪雾化的横向扩散,雾雨强度等值线集中于两岸边坡;自然风扩大了雾化纵向影响范围,且加剧了泄洪雾化对左... 针对云南TB水电站泄洪雾化影响问题,采用挑流泄洪随机喷溅数学模型,对设计、校核泄洪工况进行雾雨强度预测。结果表明:地形限制了泄洪雾化的横向扩散,雾雨强度等值线集中于两岸边坡;自然风扩大了雾化纵向影响范围,且加剧了泄洪雾化对左岸的影响;浓雾暴雨区影响范围,纵向距坝轴线下103~756m,横向爬升至左岸1698m高程处与右岸1714m高程处,在该范围内的边坡应采取混凝土护坡或喷混凝土护坡,并做好排水设施;右岸进厂交通洞受泄洪雾化影响轻微,岸边公路在泄洪期间应禁止车辆通行。 展开更多
关键词 泄洪雾化 随机喷溅模型 降雨强度 防护措施 云南TB水电站
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机器视觉智能测量系统在江都西闸的应用
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作者 汤建忠 翟福雷 蔡玲玲 《水科学与工程技术》 2025年第5期82-86,共5页
机器视觉技术与人工智能的快速发展,为水闸位移监测提供了先进的技术路径。阐述机器视觉的基本原理,介绍监测系统的主要组成及其采用的关键图像处理算法,并列举提升监测精度的方法。所构建的系统集数据采集、查询、通讯、告警等功能于一... 机器视觉技术与人工智能的快速发展,为水闸位移监测提供了先进的技术路径。阐述机器视觉的基本原理,介绍监测系统的主要组成及其采用的关键图像处理算法,并列举提升监测精度的方法。所构建的系统集数据采集、查询、通讯、告警等功能于一体,实现水闸位移的可视化、智能化监测。相较于传统单一人工方式,该系统提升监测效率与数据可靠性,节省大量人力物力。实际应用表明,系统运行稳定可靠,为水闸安全运行提供了有力的技术支撑。 展开更多
关键词 机器视觉 水平位移 水闸 监测
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石家庄市冬小麦试验方案分析
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作者 王晓伟 吴东科 +3 位作者 王二英 贾永国 王淑贞 杨佩 《水科学与工程技术》 2025年第3期7-11,共5页
为掌握石家庄市冬小麦需水规律,制定了冬小麦需水量试验方案,试验因素有水因素(W)和氮肥因素(N)。其中,水因素W设置3个试验水平:灌水下限为田持的45%(W1)、灌水下限为田持的60%(W2)、灌水下限为田持的75%(W3);氮肥因素N设置3个水平:随... 为掌握石家庄市冬小麦需水规律,制定了冬小麦需水量试验方案,试验因素有水因素(W)和氮肥因素(N)。其中,水因素W设置3个试验水平:灌水下限为田持的45%(W1)、灌水下限为田持的60%(W2)、灌水下限为田持的75%(W3);氮肥因素N设置3个水平:随播种施入150 kg/hm^(2)(N0)、随播种施入150 kg/hm^(2)且拔节期追施60 kg/hm^(2)(N1)、随播种施入150 kg/hm^(2)且抽穗期追施60 kg/hm^(2)(N2)、随播种施入150 kg/hm^(2)且灌浆期追施60 kg/hm^(2)(N3)。共6个处理:W1N0、W2N0、W3N0、W2N1、W2N2、W2N3。结果表明,试验方案的水因素设置较合理,肥因素需要修改完善。试验方案分析过程和结论对石家庄市冬小麦试验方案设计和分析具有指导意义。 展开更多
关键词 试验方案 水因素 肥因素 统计分析
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基于BIM技术的全过程工程咨询模式分析
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作者 李丹阳 《水科学与工程技术》 2025年第5期90-93,共4页
以BIM技术服务成功引入并全面应用于张家口市乌拉哈达水利枢纽工程全过程工程咨询服务的具体实施方案为例,通过对该工程的基本情况、技术特点及建设需求进行全面而深入调研与分析,制定了一套科学、系统且针对性强的BIM技术服务纲要,涵... 以BIM技术服务成功引入并全面应用于张家口市乌拉哈达水利枢纽工程全过程工程咨询服务的具体实施方案为例,通过对该工程的基本情况、技术特点及建设需求进行全面而深入调研与分析,制定了一套科学、系统且针对性强的BIM技术服务纲要,涵盖设计阶段的模型构建、施工阶段的进度模拟、运维阶段的设施管理等环节的BIM技术应用策略。同时,明确规定项目业主、设计单位、施工单位、监理单位等各参建方在BIM技术应用过程中的具体职责与任务分工,以确保BIM技术在项目全生命周期中的有效应用,提高工程建设的效率与质量。 展开更多
关键词 全过程工程咨询 BIM技术 服务实施方案 工程效率
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多种水体自耗式消能工的创新设计与应用研究
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作者 乔娟 黄元 +5 位作者 王永猛 李金京 曾帆 李星璇 方小脉 张迎春 《水科学与工程技术》 2025年第3期47-49,共3页
本研究创新设计了3种水体自耗式消能工:复鞍形旋挑堰、飞流变向分冲装置、太极浮垫,设计方案侧重通过水体的自冲击、旋流和掺混等途径,强化消能效果,同时兼顾降低消能涌浪高度和冲刷影响,地质条件适应性强。3种消能设计可单独或组合运用... 本研究创新设计了3种水体自耗式消能工:复鞍形旋挑堰、飞流变向分冲装置、太极浮垫,设计方案侧重通过水体的自冲击、旋流和掺混等途径,强化消能效果,同时兼顾降低消能涌浪高度和冲刷影响,地质条件适应性强。3种消能设计可单独或组合运用,可用于新建或改造工程,工程实操适用性强。另设计也可推广应用于航运、水力发电等需控制水位波动的水利工程等。 展开更多
关键词 水体自耗消能 复鞍形旋挑堰 飞流变向分冲装置
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激发极化法在探测地下水位中的应用
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作者 李志刚 《水科学与工程技术》 2025年第1期81-83,共3页
河北省唐山市中心城区环线下穿高速路进行隧道开挖,地下水位较浅,采用激发极化法进行地下水探测。以河北省唐山市中心城区环线工程为例,简述了激发极化法基本原理,确定激发极化参数,结合钻孔资料,对该区域进行激发极化法探测,完成地下... 河北省唐山市中心城区环线下穿高速路进行隧道开挖,地下水位较浅,采用激发极化法进行地下水探测。以河北省唐山市中心城区环线工程为例,简述了激发极化法基本原理,确定激发极化参数,结合钻孔资料,对该区域进行激发极化法探测,完成地下水探测工作,绘制地下潜水面等直线平面图,解决该工程实际问题。 展开更多
关键词 激发极化法 极化率 地下水
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地质雷达在某隧洞出口护坡检测中的应用
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作者 李志刚 《水科学与工程技术》 2025年第2期71-73,共3页
地质雷达探测是利用超高频电磁波探测地下介质分布,以确定地下介质的位置和形态,在工程勘察中具有无损性、快速性等特点被广泛应用。简要介绍了地质雷达原理,并结合实例,阐述了地质雷达在护坡脱空检测中的应用,分析脱空区域分布,提出相... 地质雷达探测是利用超高频电磁波探测地下介质分布,以确定地下介质的位置和形态,在工程勘察中具有无损性、快速性等特点被广泛应用。简要介绍了地质雷达原理,并结合实例,阐述了地质雷达在护坡脱空检测中的应用,分析脱空区域分布,提出相关的治理建议。 展开更多
关键词 地质雷达 护坡 无损检测
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调流阀在井群输水工程中的应用
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作者 王勇 《水科学与工程技术》 2025年第2期69-71,共3页
结合未来科学城供水工程设计实例,就调流阀特性曲线的模拟及应用,以及针对不同工况对整个井群供水系统的影响等关键问题进行了系统研究,分析了系统中不同参数对整体的影响,提出了相关问题的解决方法。通过理论分析、数值计算等,提出了... 结合未来科学城供水工程设计实例,就调流阀特性曲线的模拟及应用,以及针对不同工况对整个井群供水系统的影响等关键问题进行了系统研究,分析了系统中不同参数对整体的影响,提出了相关问题的解决方法。通过理论分析、数值计算等,提出了调流阀与变频相互配合在井群输水工程中计算的分析结果,为井群输水工程设计及运行管理提供了科学依据及技术支撑。 展开更多
关键词 调流阀 井群输水 变频
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Reservoir water level prediction using combined CEEMDAN-FE and RUN-SVM-RBFNN machine learning algorithms 被引量:2
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作者 Lan-ting Zhou Guan-lin Long +1 位作者 Can-can Hu Kai Zhang water science and engineering 2025年第2期177-186,共10页
Accurate prediction of water level changes in reservoirs is crucial for optimizing the operation of reservoir projects and ensuring their safety.This study proposed a method for reservoir water level prediction based ... Accurate prediction of water level changes in reservoirs is crucial for optimizing the operation of reservoir projects and ensuring their safety.This study proposed a method for reservoir water level prediction based on CEEMDAN-FE and RUN-SVM-RBFNN algorithms.By integrating the adaptive complete ensemble empirical mode decomposition with adaptive noise(CEEMDAN)method and fuzzy entropy(FE)with the new and highly efficient Runge–Kuta optimizer(RUN),adaptive parameter optimization for the support vector machine(SVM)and radial basis function neural network(RBFNN)algorithms was achieved.Regression prediction was conducted on the two reconstructed sequences using SVM and RBFNN according to their respective features.This approach improved the accuracy and stability of predictions.In terms of accuracy,the combined model outperformed single models,with the determination coefficient,root mean square error,and mean absolute error values of 0.9975,0.2418 m,and 0.1616 m,respectively.In terms of stability,the model predicted more consistently in training and testing periods,with stable overall prediction accuracy and a better adaptive ability to complex datasets.The case study demonstrated that the combined prediction model effectively addressed the environmental factors affecting reservoir water levels,leveraged the strength of each predictive method,compensated for their limitations,and clarified the impacts of environmental factors on reservoir water levels. 展开更多
关键词 Time series Environmental variable Reservoir water level Data decomposition Optimization Forecasting
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Impact of climate change on Kupang River flow and hydrological extremes in Greater Pekalongan,Indonesia 被引量:2
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作者 Fernaldi Gradiyanto Priyo Nugroho Parmantoro Suharyanto water science and engineering 2025年第1期69-77,共9页
Located downstream the Kupang Catchment in Indonesia,Pekalongan faces significant land subsidence issues,leading to severe coastal flooding.This study aimed to assess the impact of climate change on future flow regime... Located downstream the Kupang Catchment in Indonesia,Pekalongan faces significant land subsidence issues,leading to severe coastal flooding.This study aimed to assess the impact of climate change on future flow regimes and hydrological extremes to inform long-term water resources management strategies for the Kupang Catchment.Utilizing precipitation and air temperature data from general circulation models in the Coupled Model Intercomparison Project 6(CMIP6)and employing bias correction techniques,the Soil and Water Assessment Tool(SWAT)hydrological model was employed to analyze climate-induced changes in hydrological fluxes,specifically streamflow.Results indicated a consistent increase in monthly streamflow during the wet season,with a substantial rise of 22.8%,alongside a slight decrease of 18.0%during the dry season.Moreover,both the frequency and severity of extremely low and high flows were projected to intensify by approximately 50%and 70%,respectively,for a 20-year return period,suggesting heightened flood and drought risks in the future.The observed declining trend in low flow,by up to 11%,indicated the potential for long-term groundwater depletion exacerbating the threat of land subsidence and coastal flooding,especially in areas with inadequate surface water management policies and infrastructure. 展开更多
关键词 Climate change CMIP6 Hydrological extremes SWAT Pekalongan
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Spatiotemporal changes and interconnections between meteorological and hydrological droughts in China over past 34 years 被引量:2
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作者 Ke Zhang Zhi-lin Li +3 位作者 Wu-zhi Shi Ran Tao Xu Yang Yi-ming Huang water science and engineering 2025年第3期274-287,共14页
Understanding the evolution and lag effects of droughts is critical to effective drought warning and water resources management.However,due to limited hydrological data,few studies have examined hydrological droughts ... Understanding the evolution and lag effects of droughts is critical to effective drought warning and water resources management.However,due to limited hydrological data,few studies have examined hydrological droughts and their lag time from meteorological droughts at a daily scale.In this study,precipitation data were collected to calculate the standardized precipitation index(SPI),and runoff data simulated by the variable infiltration capacity(VIC)model were utilized to compute the standardized runoff index(SRI).The three-threshold run theory was used to identify drought characteristics in China.These drought characteristics were utilized to investigate spatiotemporal variations,seasonal trends,and temporal changes in areas affected by meteorological and hydrological droughts.Additionally,the interconnections and lag effects between meteorological and hydrological droughts were explored.The results indicated that(1)drought occurred during approximately 28%of the past 34 years in China;(2)drought conditions tended to worsen in autumn and weaken in winter;(3)drought-affected areas shifted from northwest to northeast and finally to southern China;and(4)the correlation between meteorological and hydrological droughts was lower in the northwest and higher in the southeast,with all correlation coefficients exceeding 0.7.The lag times between meteorological and hydrological droughts were longest(5 d)in the Yangtze River,Yellow River,and Hai River basins,and shortest(0 d)in the Tarim River Basin.This study provides a scientific basis for effective early warning of droughts. 展开更多
关键词 Drought characteristic Meteorological drought Hydrological drought Lag time VIC
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地下管廊顶管穿越南水北调箱涵安全监测分析 被引量:1
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作者 刘艳国 王海城 +4 位作者 孙创 刘威 刘莎莎 董晓倩 黄楠 《水科学与工程技术》 2025年第3期60-62,共3页
针对地下管廊顶管穿越南水北调箱涵工程的安全监测需求,系统分析顶管施工对南水北调工程的影响。通过建立实时自动化安全监测系统,对箱涵沉降及周边地下水位等关键参数进行监测研究。结果表明:顶管施工对箱涵存在一定影响,沉降超出了预... 针对地下管廊顶管穿越南水北调箱涵工程的安全监测需求,系统分析顶管施工对南水北调工程的影响。通过建立实时自动化安全监测系统,对箱涵沉降及周边地下水位等关键参数进行监测研究。结果表明:顶管施工对箱涵存在一定影响,沉降超出了预警值,通过采取相应应急措施,得到明显控制。研究成果验证了施工方案的可靠性,为类似穿越工程的安全监测提供了技术参考,对保障重大输水工程安全运行具有实践价值。 展开更多
关键词 顶管 南水北调 安全监测 自动化
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Rethinking drought definition and classification 被引量:1
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作者 Wen Wang Hao Wang water science and engineering 2025年第2期125-128,共4页
Accurate drought assessment demands thoughtful consideration of drought definition first of all.Drought is commonly defined as a prolonged period of below-average precipitation leading to water shortages that impact e... Accurate drought assessment demands thoughtful consideration of drought definition first of all.Drought is commonly defined as a prolonged period of below-average precipitation leading to water shortages that impact ecosystems,agriculture,and human societies.However,meteorologists,hydrologists,and agronomists often use different criteria to define drought,depending on their specific focus areas.For example,hydrologists define drought according to water deficits in some components of the hydrological cycle(such as precipitation,soil moisture,river flow,and groundwater)or its impacts on the level of services provided to public water supply,irrigation,or hydropower demands(Tate and Gustard,2000).Differences in drought definitions may result in great uncertainties in drought assessment(Satoh et al.,2021).We cannot expect the existence of any workable generalized objective definition of drought(Lloyd-Hughes,2014). 展开更多
关键词 drought assessment river flow public water supply precipitation drought definition hydrological cycle drought classification soil moisture
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Hydraulic characteristics of a large rotation-angle baffle-drop shaft through synergetic discharge from dry and wet sides 被引量:1
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作者 Pei-de Liang Jun Chen +1 位作者 Teng Wu Jing Yan water science and engineering 2025年第1期115-124,共10页
To enhance the operational capacity and space utilization of baffle-drop shafts,this study improved the traditional baffle-drop shaft by expanding the wet-side space,incorporating large rotation-angle baffles,and inst... To enhance the operational capacity and space utilization of baffle-drop shafts,this study improved the traditional baffle-drop shaft by expanding the wet-side space,incorporating large rotation-angle baffles,and installing overflow holes in the dividing wall.A three-dimensional turbulent model was developed using ANSYS Fluent to simulate the hydraulic characteristics of both traditional and new baffle-drop shafts across various flow rates.The simulation results demonstrated that the new shaft design allowed for discharge from both the wet and dry sides,significantly improving operational capacity,with the dry side capable of handling 40%of the inlet flow.Compared to the traditional shaft,the new design reduced shaft wall pressures and decreased the mean and standard deviation of pressure on typical baffles by 21%and 63%,respectively,therefore enhancing structural safety.Additionally,the new shaft achieved a 2%-12%higher energy dissipation rate than the traditional shaft across different flow rates.This study offers valuable insights for the design and optimization of drop shafts in deep tunnel drainage systems. 展开更多
关键词 Baffle-drop shaft Synergetic discharge Fluent Numerical simulation Hydraulic characteristics
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A novel method for measuring interaction among multiple objectives in reservoir operation using niche theory 被引量:1
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作者 Xiao-kuan Ni Zeng-chuan Dong +6 位作者 Wen-hao Jia Wen-zhuo Wang Wei Xie Hong-yi Yao Mu-feng Chen Tian-yan Zhang Zhuo-zheng Li water science and engineering 2025年第1期78-89,共12页
Accurate capture and presentation of the interactive feedback relationships among various objectives in multi-objective reservoir operation is essential for maximizing operational benefits.In this study,the niche theo... Accurate capture and presentation of the interactive feedback relationships among various objectives in multi-objective reservoir operation is essential for maximizing operational benefits.In this study,the niche theory of ecology was innovatively applied to the field of reservoir operation,and a novel state-relationship(S-R)measurement analysis method was developed for multi-objective reservoir operation.This method enables the study of interaction among multiple objectives.This method was used to investigate the relationship among the objectives of power generation,water supply,and ecological protection for cascade reservoir operation in the Wujiang River Basin in China.The results indicated that the ecological protection objective was the most competitive in acquiring and capturing resources like flow and water level,while the water supply objective was the weakest.Power generation competed most strongly with ecological protection and relatively weakly with water supply.These findings facilitate decision-making throughout the reservoir operation process in the region.The S-R method based on the niche theory is convenient,efficient,and intuitive,allowing for the quantification of feedback relationships among objectives without requiring the solution of the Pareto frontier of a multi-objective problem in advance.This method provides a novel and feasible idea for studying multi-objective interactions. 展开更多
关键词 NICHE Interaction relationship Reservoir operation Multi-objective optimization Wujiang river
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Ciprofloxacin(CIP)-polluted water treatment via a facile mechanochemical route:Influencing factors and mechanism insights 被引量:1
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作者 Xiao-yi Wang Cheng-liang Dong +2 位作者 Kun Xu Ri-long Xiao Xiu-juan Feng water science and engineering 2025年第1期21-29,共9页
Degrading ciprofloxacin(CIP)-polluted water has recently emerged as an urgent environmental issue.This study introduced mechanochemical treatment(MCT)as an innovative and underexplored approach for the degradation of ... Degrading ciprofloxacin(CIP)-polluted water has recently emerged as an urgent environmental issue.This study introduced mechanochemical treatment(MCT)as an innovative and underexplored approach for the degradation of CIP in water.The influence of various additives(CaO,Fe_(2)O_(3),SiO_(2),Al,and Fe)on CIP degradation efficiency was investigated.Additionally,six types of composite additives(Fe-CaO,Fe-Fe_(2)O_(3),Fe-SiO_(2),Fe-Al,Al-SiO_(2),and Al-CaO)were explored,with the composite of 20%Fe and 80%SiO_(2) exhibiting notable performance.The impacts of additive content,pH value,and co-existing ions on CIP degradation efficiency were investigated.Furthermore,the effectiveness of MCT in degrading other medical pollutants(norfloxacin,ofloxacin,and enrofloxacin)was verified.The transformations and changes in the crystal structure,oxidation state,microstructure,and morphology of the Fe-SiO_(2) composite additive were characterized using X-ray diffraction,X-ray photoelectron spectroscopy,and scanning electron microscopy techniques.This study proposed a sigmoid trend kinetic model(the Delogu model)that better elucidates the MCT process.Three plausible degradation pathways were discussed based on intermediate substance identification and pertinent literature.This study not only establishes a pathway for the facile degradation of CIP pollutants through MCT but also contributes to advancements in wastewater treatment methodologies. 展开更多
关键词 MECHANOCHEMISTRY Degradation of ciprofloxacin Fe-SiO_(2)additive Medical pollutants Wastewater treatment
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隧洞施工期围岩变形监测确定性模型研究 被引量:1
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作者 李怀国 黄铭 +4 位作者 刘雪山 王闯 陈梦 蔺敬军 刘东 《水科学与工程技术》 2025年第3期71-75,共5页
针对引水隧洞施工期存在的围岩安全问题,通过分析围岩变形特征,研究施工期主要影响因素对围岩变形的影响,构建围岩变形影响因子集,建立了施工期围岩变形监测确定性模型。以滇中引水隧洞为例,采用逐步回归和INFO-BP神经网络建立确定性模... 针对引水隧洞施工期存在的围岩安全问题,通过分析围岩变形特征,研究施工期主要影响因素对围岩变形的影响,构建围岩变形影响因子集,建立了施工期围岩变形监测确定性模型。以滇中引水隧洞为例,采用逐步回归和INFO-BP神经网络建立确定性模型,对模型效果进行分析。结果表明,影响因子集合理,两种方法建立的模型都能够准确反映围岩变形规律,对围岩变形有很好的预测能力,INFO-BP神经网络建立的确定性模型训练效果更好、预测能力更强。 展开更多
关键词 隧洞施工 围岩变形 确定性模型 逐步回归 INFO优化算法
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基于FLOW-3D的溢洪道数值模拟 被引量:1
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作者 李强 林浩 孔莜雅 《水科学与工程技术》 2025年第4期50-52,共3页
某溢洪道布置于右岸坝头,因地形地质条件限制,引水渠转弯角度大,水流流态相对复杂。采用计算公式较难分析溢洪道的水力特性。通过FLOW-3D软件,建立包含引水渠、控制段、下游消力池和护坦的整个溢洪道模型,研究溢洪道的整体水流流态、流... 某溢洪道布置于右岸坝头,因地形地质条件限制,引水渠转弯角度大,水流流态相对复杂。采用计算公式较难分析溢洪道的水力特性。通过FLOW-3D软件,建立包含引水渠、控制段、下游消力池和护坦的整个溢洪道模型,研究溢洪道的整体水流流态、流速和压强分布等水力特性,为工程设计提供有力支撑,为其他工程设计提供借鉴。 展开更多
关键词 溢洪道 数值模拟 水流流态 水力特性
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