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A Port Ship Flow Prediction Model Based on the Automatic Identification System and Gated Recurrent Units 被引量:1
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作者 Xiaofeng Xu Xiang’en Bai +3 位作者 Yingjie Xiao Jia He Yuan Xu Hongxiang Ren 《Journal of Marine Science and Application》 CSCD 2021年第3期572-580,共9页
Water transportation today has become increasingly busy because of economic globalization.In order to solve the problem of inaccurate port traffic flow prediction,this paper proposes an algorithm based on gated recurr... Water transportation today has become increasingly busy because of economic globalization.In order to solve the problem of inaccurate port traffic flow prediction,this paper proposes an algorithm based on gated recurrent units(GRUs)and Markov residual correction to pass a fixed cross-section.To analyze the traffic flow of ships,the statistical method of ship traffic flow based on the automatic identification system(AIS)is introduced.And a model is put forward for predicting the ship flow.According to the basic principle of cyclic neural networks,the law of ship traffic flow in the channel is explored in the time series.Experiments have been performed using a large number of AIS data in the waters near Xiazhimen in Zhoushan,Ningbo,and the results show that the accuracy of the GRU-Markov algorithm is higher than that of other algorithms,proving the practicability and effectiveness of this method in ship flow prediction. 展开更多
关键词 ship flow prediction GRU neural network Markov residual correction AIS data
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Numerical Study on Flow Around Modern Ship Hulls with Rudder-Propeller Interactions
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作者 Md.Mashud Karim Nabila Naz 《Journal of Marine Science and Application》 CSCD 2019年第4期400-416,共17页
Reducing the fuel consumption of ships presents both economic and environmental gains. Although in the past decades,extensive studies were carried out on the flow around ship hull, it is still difficult to calculate t... Reducing the fuel consumption of ships presents both economic and environmental gains. Although in the past decades,extensive studies were carried out on the flow around ship hull, it is still difficult to calculate the flow around the hull while considering propeller interaction. In this paper, the viscous flow around modern ship hulls is computed considering propeller action. In this analysis, the numerical investigation of flow around the ship is combined with propeller theory to simulate the hull-propeller interaction. Various longitudinal positions of the rudder are also analyzed to determine the effect of rudder position on propeller efficiency. First, a numerical study was performed around a bare hull using Shipflow computational fluid dynamics(CFD) code to determine free-surface wave elevation and resistance components.A zonal approach was applied to successively incorporate Bpotential flow solver^ in the region outside the boundary layer and wake, Bboundary layer solver^ in the thin boundary layer region near the ship hull, and BNavier-Stokes solver^in the wake region. Propeller open water characteristics were determined using an open-source MATLAB code Open Prop, which is based on the lifting line theory, for the moderately loaded propeller. The obtained open water test results were specified in the flow module of Shipflow for self-propulsion tests. The velocity field behind the ship was recalculated into an effective wake and given to the propeller code that calculates the propeller load. Once the load was known, it was transferred to the Reynolds-averaged Navier-Stokes(RANS) solver to simulate the propeller action. The interaction between the hull and propeller with different rudder positions was then predicted to improve the propulsive efficiency. 展开更多
关键词 Free-surface wave WAKE Self-propulsion characteristics ship flow Computational fluid dynamics Zonal approach RANS Rudder-propeller interaction ship hulls
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Application Progress of Computational Fluid Dynamic Techniques for Complex Viscous Flows in Ship and Ocean Engineering 被引量:5
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作者 Jianhua Wang Decheng Wan 《Journal of Marine Science and Application》 CSCD 2020年第1期1-16,共16页
Complex flow around floating structures is a highly nonlinear problem,and it is a typical feature in ship and ocean engineering.Traditional experimental methods and potential flow theory have limitations in predicting... Complex flow around floating structures is a highly nonlinear problem,and it is a typical feature in ship and ocean engineering.Traditional experimental methods and potential flow theory have limitations in predicting complex viscous flows.With the improvement of high-performance computing and the development of numerical techniques,computational fluid dynamics(CFD)has become increasingly powerful in predicting the complex viscous flow around floating structures.This paper reviews the recent progress in CFD techniques for numerical solutions of typical complex viscous flows in ship and ocean engineering.Applications to free-surface flows,breaking bow waves of high-speed ship,ship hull-propeller-rudder interaction,vortexinduced vibration of risers,vortex-induced motions of deep-draft platforms,and floating offshore wind turbines are discussed.Typical techniques,including volume of fluid for sharp interface,dynamic overset grid,detached eddy simulation,and fluid-structure coupling,are reviewed along with their applications.Some novel techniques,such as high-efficiency Cartesian grid method and GPU acceleration technique,are discussed in the last part as the future perspective for further enhancement of accuracy and efficiency for CFD simulations of complex flow in ship and ocean engineering. 展开更多
关键词 Complex ship and ocean engineering flows Free-surface flows Overset grid method Fluid–structure interaction naoe-FOAM-SJTU solver
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Numerical study on flow control of ship airwake and rotor airload during helicopter shipboard landing 被引量:10
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作者 Yongjie SHI Xiang HE +1 位作者 Yi XU Guohua XU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2019年第2期324-336,共13页
A numerical study on flow control of ship airwake during shipboard landing is carried out to address the effect of flow control devices on helicopter rotor airload. The in-house Reynolds Averaged Navier-Stokes(RANS) b... A numerical study on flow control of ship airwake during shipboard landing is carried out to address the effect of flow control devices on helicopter rotor airload. The in-house Reynolds Averaged Navier-Stokes(RANS) based solver Rotorcraft AeroDynamics and Aeroacoustics Solver(RADAS), with combination of momentum source approach is employed to conduct the helicopter shipboard landing simulation. The control effects of three aerodynamic modifications of ship superstructure, i.e. ramp, notch and flap, in different Wind-Over-Deck(WOD) conditions are discussed.From the steady simulation results, the effect of spatial variation of ship airwake on rotor airloads is concluded. The aerodynamic modifications reduce the strength of shedding vortex and increase rotor normal force through delaying and relieving flow separation, and therefore are beneficial to alleviate the limitation of control inputs. By contrast, the perturbation of unsteady ship airwake can cause the serious oscillation of rotor forces during shipboard landing. The unsteady simulations show that the turbulence intensity of ship airwake and oscillatory rotor airloading, represented by Root-Mean-Square(RMS) loading, can be remarkably reduced by the ramp and notch modifications, while the flap modification has adverse effect. It means that flow control devices have large potential benefits to alleviate the pilot's workload and improve the shipboard landing safety, but they should be well designed to avoid the introduction of more vortex, which leads to increase in disturbance of flow field. 展开更多
关键词 flow control HELICOPTER ROTOR airload ship airwake shipBOARD LANDING
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River bank protection from ship-induced waves and river flow 被引量:1
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作者 Sahameddin Mahmoudi Kurdistani Giuseppe R. Tomasicchin +1 位作者 Felice D’Alessandro Leila Hassanabadi 《Water Science and Engineering》 EI CAS CSCD 2019年第2期129-135,共7页
A new equation is proposed for the design of armor units on protected river banks under the combined action of ship-induced waves and river flow.Existing observed field and experimental data in the literature have bee... A new equation is proposed for the design of armor units on protected river banks under the combined action of ship-induced waves and river flow.Existing observed field and experimental data in the literature have been examined and a valuable database has been developed.Different conditions,including the river water depth,flow velocity,river bank slope,Froude number,wave height,wave period,and wave obliquity have been considered.Results from an empirical equation (Bhowmik,1978) that only considers the maximum wave height and river bank slope have been compared with the results calculated by the newly developed equation.Calculated results have also been verified against field data.Results show that not only the maximum wave height and river bank slope but also the water depth,flow velocity,wave length,wave obliquity,and wave period are important parameters for predicting the mean diameter of the armor units,highlighting the multivariate behavior of protecting the river bank in the presence of ship-induced waves and river flow velocity. 展开更多
关键词 RIVER bank protection Hydraulics ship-induced WAVES RIVER flow velocity WAVE period WAVE obliquity Multivariate phenomenon
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汉江碾盘山枢纽工程二线船闸通航水流条件优化试验研究
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作者 徐俊锋 赵家强 《水运工程》 2026年第2期137-146,共10页
碾盘山枢纽已实现一期蓄水目标,针对碾盘山枢纽拟建二线船闸265 m设计方案上下游引航道口门区与主航道夹角较大、二线船闸通航水流条件不佳以及坝下河床调整变化造成枯水期航道出浅和航宽不足等问题,通过船闸通航水流条件及自航船模试验... 碾盘山枢纽已实现一期蓄水目标,针对碾盘山枢纽拟建二线船闸265 m设计方案上下游引航道口门区与主航道夹角较大、二线船闸通航水流条件不佳以及坝下河床调整变化造成枯水期航道出浅和航宽不足等问题,通过船闸通航水流条件及自航船模试验,开展碾盘山二线船闸方案优化试验研究。提出拟建二线船闸上游新建430 m导堤、下游进行复式开挖和喇叭口状开槽疏浚及坝下航道整治时低水期封堵左汊的工程措施,优化方案实施后现有一线船闸上下游通航条件有所改善,新建二线船闸通航水流条件较设计方案亦有所改善。船模试验验证表明,船舶通过引航道口门区及连接段时,航向能够保持稳定,舵角、漂距等参数均达标,通航安全性可靠。 展开更多
关键词 船闸 口门区 连接段 通航水流条件
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弯曲航道通航水流特性及船舶运动特性数值模拟 被引量:1
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作者 夏旭江 庄宁 +1 位作者 徐兴年 蔡飘洋 《河海大学学报(自然科学版)》 北大核心 2026年第1期138-147,共10页
为揭示弯曲航道几何参数对通航水流条件及船舶运动特性的影响规律,以引江济淮工程典型弯曲航道段为研究对象,建立基于MIKE21的水流数学模型及MMG船舶操纵模型,系统分析了转弯角度(θ=60°,90°,120°)、弯曲半径(R=540,1 00... 为揭示弯曲航道几何参数对通航水流条件及船舶运动特性的影响规律,以引江济淮工程典型弯曲航道段为研究对象,建立基于MIKE21的水流数学模型及MMG船舶操纵模型,系统分析了转弯角度(θ=60°,90°,120°)、弯曲半径(R=540,1 000,1 500 m)、航道宽度(B=60,90 m)对弯曲航道水流特性的影响,并量化了1 000 t级货船在弯曲航道中的运动规律。结果表明:转弯角度增大显著加剧了水流复杂性,θ=120°时弯顶壅水较60°时上升0.012 m,水面最大横比降位置由下游1/3处上移至上游1/3处,主流向凸岸偏移;弯曲半径的增大改善了通航条件,R=1 500 m时凹凸岸水位差较540 m时降低了60%,最大流速从0.55 m/s降至0.35 m/s;航道宽度减小显著恶化水流条件,B=60 m时最大流速、上下游水位差较90 m时均显著增大;船舶运动特性方面,下行船受水流主导,横移速度与舵角、漂角呈强负相关关系;上行船以自身动力为主,各参数相关性较弱。 展开更多
关键词 弯曲航道 通航水流特性 船舶安全 数值模拟
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连通急弯航道的隧洞船舶拖曳通航水力学特性研究
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作者 吴俊 唐浩 +1 位作者 曾敬科 王伟 《水道港口》 2026年第1期49-59,共11页
通航隧洞是改善山区河流急弯段通过能力的重要手段,拖曳式隧洞通航水力学特性是优化确定隧洞断面尺度、评价船舶航行安全的关键指标。针对7000 t级集散货两用船在30 m宽通航隧洞内拖曳航行的水力学特性,基于1:40缩尺比构建了连通急弯航... 通航隧洞是改善山区河流急弯段通过能力的重要手段,拖曳式隧洞通航水力学特性是优化确定隧洞断面尺度、评价船舶航行安全的关键指标。针对7000 t级集散货两用船在30 m宽通航隧洞内拖曳航行的水力学特性,基于1:40缩尺比构建了连通急弯航道的拖曳式通航隧洞物理模型并开展试验。试验结果表明:在船舶以0.5~2.5 m/s拖曳速度航行过程中,船前0.5倍船长范围内水位壅高,范围为0.032~2.050 m;船身区域出现跌水,下降范围为0.414~3.511 m。船身周围流速显著增加,并在船艉达到最大值,范围为3.293~7.728 m/s;船前水位壅高、船周水位最大跌落值、船周最大水流速度与船舶拖曳速度、航道水流速度均呈正相关。参考最低通航水深,以船周水位跌落至1 m、1.5 m和2.0 m作为控制条件,提出了不同工况下船舶拖曳速度建议,可为拖曳式通航隧洞设计提供参考,进一步为船舶安全航行提供有效保障。 展开更多
关键词 通航隧洞 船舶拖曳航行 水力学特性 船周水位 船周流速
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铜鼓航道大型集装箱船航行姿态的数模研究
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作者 王钱雨 朱金善 +1 位作者 王光耀 回达 《舰船科学技术》 北大核心 2026年第3期8-14,共7页
该论文采用CFD方法,对特定的铜鼓航道内斜风斜流对大型集装箱船的操纵性进行研究,专业性强和工程性应用前景广。结果表明,风对船舶下沉和纵倾影响有限,风流耦合作用中流是影响船体的下沉的主要因素。航道内流的作用显著,在水深吃水比为... 该论文采用CFD方法,对特定的铜鼓航道内斜风斜流对大型集装箱船的操纵性进行研究,专业性强和工程性应用前景广。结果表明,风对船舶下沉和纵倾影响有限,风流耦合作用中流是影响船体的下沉的主要因素。航道内流的作用显著,在水深吃水比为1.2时,流速增加0.103 m/s,横向水动力可提升26.11%,且横向力随水深的减小呈线性增长,最大增幅151.5%。基于数值模拟结果,证实流场特性主导船舶操纵性,为大型集装箱船在铜鼓航道内航行提供了重要安全参考。 展开更多
关键词 铜鼓航道 计算流体力学 船舶偏转 斜风斜流
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山溪性狭窄河段航运枢纽水流条件优化试验研究
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作者 叶建国 王宇 +3 位作者 张文 郑星伟 范洪浩 赵建钧 《水运工程》 2026年第2期121-126,共6页
钱塘江中上游常山江梯级黄塘桥枢纽位于山溪性河流狭窄河段,其口门区及连接段水流条件复杂,存在较为严重的横流、回流等不利流态,难以满足通航要求;山溪性窄河道上布设的低水头大泄量枢纽水流条件面临更大的考验和更小的优化空间。依托1... 钱塘江中上游常山江梯级黄塘桥枢纽位于山溪性河流狭窄河段,其口门区及连接段水流条件复杂,存在较为严重的横流、回流等不利流态,难以满足通航要求;山溪性窄河道上布设的低水头大泄量枢纽水流条件面临更大的考验和更小的优化空间。依托1:80整体物理模型试验,分析枢纽泄流能力减小和下游航道不良水流条件的形成原因,通过移动泄水闸位置及疏浚下游局部河道高程等工程措施,有效增加枢纽泄流能力,降低下游口门区纵、横向流速和回流流速,大幅改善了下游引航道口门区及连接段通航水流条件,确保过闸船舶的通行安全。 展开更多
关键词 船闸 泄流能力 通航水流条件 模型试验
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艏斜浪作用下船舶参数横摇特性分析
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作者 刘武阳 姚朝帮 +2 位作者 赵加鹏 余嘉威 张志国 《中国舰船研究》 北大核心 2026年第1期79-89,共11页
[目的]船舶参数横摇是第二代完整稳性中的典型失稳模式之一,常发生于迎浪和随浪下。当船舶在艏斜浪中航行时,会同时受到参数激励和波浪强迫激励两方面因素的影响,同样有可能引起大幅横摇甚至是倾覆,故进行艏斜浪下的船舶参数横摇特性分... [目的]船舶参数横摇是第二代完整稳性中的典型失稳模式之一,常发生于迎浪和随浪下。当船舶在艏斜浪中航行时,会同时受到参数激励和波浪强迫激励两方面因素的影响,同样有可能引起大幅横摇甚至是倾覆,故进行艏斜浪下的船舶参数横摇特性分析。[方法]基于功能分解势黏流耦合求解器HUST−SWENSE和结构化动态重叠网格求解器HUST-Overset,引入五阶Stokes非线性规则波模型,开展艏斜浪作用下KCS船的参数横摇特性数值仿真研究。首先,根据公开的迎浪下KCS船的参数横摇约束模型试验数据,进行数值仿真计算;然后,对不同艏斜浪作用下KCS船的参数横摇进行数值模拟,分析浪向角增大时的波浪强迫激励作用以及波陡增加导致的非线性作用对横摇运动特性的影响规律。[结果]结果显示,不同航速下的参数横摇幅值以及周期的预报值与试验数据之间的平均偏差在5%以内,验证了采用所提数值方法计算迎浪参数横摇的可靠性;浪向角的增大和波陡的增大均会显著影响参数激励和波浪强迫激励作用。[结论]所做研究可为艏斜浪工况下参数横摇的数值预测、风险评估以及航速/航向优化提供依据。 展开更多
关键词 船舶稳性 参数横摇 势黏流耦合 非线性规则波 艏斜浪 重叠网格
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基于遗传算法的船舶机舱分段建造流程仿真优化
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作者 郭路凯 王岳 《造船技术》 2026年第1期36-43,共8页
船舶机舱分段结构复杂,建造难度大,生产效率相对较低。基于Plant Simulation软件进行机舱分段建造流程建模。以载重量80000 t自卸式散货船为目标船,基于遗传算法(Genetic Algorithm,GA)进行分段生产排序和缓冲区分段容量配置双优化:采... 船舶机舱分段结构复杂,建造难度大,生产效率相对较低。基于Plant Simulation软件进行机舱分段建造流程建模。以载重量80000 t自卸式散货船为目标船,基于遗传算法(Genetic Algorithm,GA)进行分段生产排序和缓冲区分段容量配置双优化:采用GA优化分段生产排序,寻求局部最优解;采用种群迭代搜索获得缓冲区最优分段容量配置。研究结果可为船舶复杂中间产品精益化建造提供可推广的解决方案。 展开更多
关键词 船舶 机舱分段 建造流程 遗传算法 分段生产排序 缓冲区分段容量配置
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多因素限制下淮河入海水道淮安东船闸布置方案优化
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作者 熊瑞 江涛 +2 位作者 于忠涛 罗衍庆 范红霞 《水运工程》 2026年第1期156-163,共8页
针对淮安东船闸布置空间受限、建设运行环境复杂等问题,利用数学模型结合物理模型的研究手段,在统筹考虑航道货运量、船闸建设对灌溉总渠和淮河入海水道行洪和堤防稳定影响、通航水流条件等多方面因素后,对淮安东船闸的平面布置进行了... 针对淮安东船闸布置空间受限、建设运行环境复杂等问题,利用数学模型结合物理模型的研究手段,在统筹考虑航道货运量、船闸建设对灌溉总渠和淮河入海水道行洪和堤防稳定影响、通航水流条件等多方面因素后,对淮安东船闸的平面布置进行了研究。结果表明:船闸上游隔流堤需采用均匀透空形式,透空率为67%,下游隔流堤需采用渐变透空形式,透空率8%~25%,且上游口门区宽度增加至112.5 m后,通航水流条件满足要求;主、辅导航墙结构采用空箱结构+塑性混凝土地连墙防渗结构,可有效减少对行洪面积的占用,在上、下游分别采用疏浚10.3万、36.0万m^(3)的行洪补偿措施后,可基本消除船闸建设对总渠和入海水道行洪的影响。研究成果可为类似船闸的平面布置方案和安全运行提供借鉴与参考。 展开更多
关键词 淮河入海水道 淮安东船闸 隔流堤 行洪补偿 通航水流条件
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Research on Flow Loss of Inlet Duct of Marine Waterjets 被引量:2
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作者 丁江明 王永生 《Journal of Shanghai Jiaotong university(Science)》 EI 2010年第2期158-162,共5页
In the process of performance prediction of waterjet system,the flow loss of inlet duct is usually reckoned by the rule of thumb. But its value is often overestimated to some extent,resulting in error of prediction ac... In the process of performance prediction of waterjet system,the flow loss of inlet duct is usually reckoned by the rule of thumb. But its value is often overestimated to some extent,resulting in error of prediction accuracy. This paper introduces a new method to determine the flow loss by means of computational fluid dynamic (CFD). Firstly,the fluid field around waterjet system is simulated by solving the Reynolds Averaged Navier-Stokes (RANS) equations using commercial CFD code Fluent. Then an additional User-Defined Scalar (UDS) equation is embedded into Fluent to get the virtual dividing surface between the internal flow ingested into the inlet duct and the external flow beneath the hull,which is named as streamtube. By virtual of the streamtube the flow loss can be calculated according to the difference of total pressure between the duct outlet and the capture area ahead of the intake. The results from CFD calculation show that the flow loss coeflcient of a typical flush-type inlet duct is varying from 0.05 to 0.12 at different operation conditions,being obviously less than the value of 0.2-0.3 from empirical rules. With the results of this paper the prediction accuracy on propulsive performance of the waterjet system can be improved further. 展开更多
关键词 shipS waterjet propulsion inlet duct flow loss computational fluid dynamics
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CFD Analysis of Ship-to-Ship Hydrodynamic Interaction 被引量:4
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作者 A.D.Wnek Serge Sutulo C.Guedes Soares 《Journal of Marine Science and Application》 CSCD 2018年第1期21-37,共17页
A numerical study of ship-to-ship interaction forces is performed using a commercial CFD code,and the results are compared with experimental data and with the results of a panel method analysis.Two ship models have be... A numerical study of ship-to-ship interaction forces is performed using a commercial CFD code,and the results are compared with experimental data and with the results of a panel method analysis.Two ship models have been used in the interaction forces analysis:a tug and a tanker,advancing parallel to each other with different lateral distances and two different values of the fluid depth.Computations are carried out with four different flow models:inviscid and viscous flow with the free surface modeled as a rigid wall and inviscid and viscous flow with the deformable free surface.A fair agreement was obtained with available experimental data and results obtained by panel method.The influence of viscosity in the computations is found to be comparatively weak,while the wavemaking effects may be important,at small magnitude of the horizontal clearance. 展开更多
关键词 HYDRODYNAMIC INTERACTION Computational fluid dynamics(CFD) flow model Comparative COMPUTATIONS ship-to-ship INTERACTION Shallow water
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基于船舶-流场运动耦合的内河航道设计方法
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作者 张磊 封少雄 +4 位作者 谭昆 郭涛 宋成果 初秀民 苗洋 《上海交通大学学报》 北大核心 2025年第1期89-98,共10页
航道一般指江河及运河内可供船舶通航的水域,目前大多采用流场演化规律分析结合工程人员经验的方法开展规划设计,对通行船舶这一因素考虑不够全面.拟从河道中船舶与流场直接作用的角度提出一种内河航道设计方法.首先,基于Fluent二次开发... 航道一般指江河及运河内可供船舶通航的水域,目前大多采用流场演化规律分析结合工程人员经验的方法开展规划设计,对通行船舶这一因素考虑不够全面.拟从河道中船舶与流场直接作用的角度提出一种内河航道设计方法.首先,基于Fluent二次开发,突破了船舶-流场相互作用的水动力响应解耦算法,对内河航段中船舶自由漂流运动进行模拟,其中,流场使用有限体积法进行求解,船舶运动控制方程通过用户自定义模块(UDF)输入并采用四阶Runge-Kutta法求解,动网格技术用于更新计算域;然后,考虑航行频率,给予通行船型不同权重,使用加权最小二乘法对漂流轨迹进行曲线拟合,得到航道边界线.选取了长江东流(从天生洲起)这一具有典型碍航结构物(弯道、分汊)航段开展航道设计验证.研究结果表明:设计的航道与现行规划航道趋势一致;同时,结合流场细节云图对船舶运动响应过程进行分析,发现设计的航道可使船舶有效规避风险急流、斜流,合理利用水流动能,提升航行安全性和经济性. 展开更多
关键词 内河 航道设计 船舶-流场运动耦合 船舶 水动力响应
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基于船舶通航仿真模拟的桥区航道通视条件及助导航设施配布研究
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作者 马希钦 易海彬 +1 位作者 蔡新永 何进朝 《水道港口》 2025年第6期868-874,共7页
航道通视条件的好坏直接关系到船舶在航行过程中的安全性。如果航道通视条件不佳,存在障碍物或者视线受阻,可能会导致船舶驾驶员无法清晰看到前方情况,从而增加碰撞风险,甚至引发事故。目前针对航道通视条件的研究主要通过实船适航试验... 航道通视条件的好坏直接关系到船舶在航行过程中的安全性。如果航道通视条件不佳,存在障碍物或者视线受阻,可能会导致船舶驾驶员无法清晰看到前方情况,从而增加碰撞风险,甚至引发事故。目前针对航道通视条件的研究主要通过实船适航试验和航标效能测试试验,而实船试验存在周期长、成本高和人员多等不足之处。以拟建常州至泰州铁路跨越德胜河航道工程为研究对象,采用船舶操纵模拟器构建工程区域三维通航环境模型及代表船型模型,通过开展通航仿真模拟试验,对航道通视条件及助导航设施进行分析研究。结果表明:根据船舶通航仿真模拟试验成果优化后的导标配布方案能够有效保障船舶在桥区水域进出船闸的通航安全,为工程区域航行安全保障措施的制定提供了重要技术支撑。 展开更多
关键词 航道通视条件 助导航设施 航行安全 船舶操纵仿真 水流 代表船型
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剑潭双线船闸泄水口及下引航道通航水流条件模型试验 被引量:2
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作者 王召兵 倪自强 +2 位作者 陈亮 王蛟 谢春航 《水运工程》 2025年第1期76-84,共9页
针对剑潭双线船闸存在的平面尺度大、输水强度高,下游共用引航道宽度有限、可能存在回流、斜流等水力学问题,采用比尺1:30的物理模型,对剑潭双线船闸泄水口及下引航道通航水流条件进行模型试验研究。结果表明,剑潭双线船闸泄水口采用部... 针对剑潭双线船闸存在的平面尺度大、输水强度高,下游共用引航道宽度有限、可能存在回流、斜流等水力学问题,采用比尺1:30的物理模型,对剑潭双线船闸泄水口及下引航道通航水流条件进行模型试验研究。结果表明,剑潭双线船闸泄水口采用部分旁侧泄水形式布置是合理的;增设透空分水墙可以减弱隔流堤堤头回流强度;双线船闸同时泄水时,共用引航道内流速较大,采用错峰泄水或反向运行方式可以将流速降至规范限值以内。采取相应优化措施后,在设计最不利水头组合工况下,剑潭船闸输水系统泄水口及下引航道各项水力指标均能满足设计和规范要求。研究成果可供类似工程参考借鉴。 展开更多
关键词 剑潭船闸 物理模型 共用引航道 水流条件
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基于船舶-流场运动耦合的内河典型碍航结构物绕航机理 被引量:1
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作者 王皓田 张磊 +3 位作者 张智勇 谭昆 吕品 吴卫国 《船舶工程》 北大核心 2025年第2期44-52,共9页
[目的]为揭示船舶通过碍航结构物的绕航机理,[方法]从流场-船舶耦合作用动力学角度出发,基于Fluent进行二次开发,构建船舶多自由度运动耦合和流场-船舶多物理场耦合的解耦求解方法,选取具有典型碍航结构物的航道(桥区和弯道)进行船舶航... [目的]为揭示船舶通过碍航结构物的绕航机理,[方法]从流场-船舶耦合作用动力学角度出发,基于Fluent进行二次开发,构建船舶多自由度运动耦合和流场-船舶多物理场耦合的解耦求解方法,选取具有典型碍航结构物的航道(桥区和弯道)进行船舶航行模拟,并对计算得到的流场-船舶相互作用压力场和船舶绕航运动历程进行分析。[结果]研究结果表明:上、下水航行船舶的船-墩最小距离分别出现在桥墩前和桥墩中,建议船舶从两桥墩之间航行;弯道中斜流对船舶航行的影响较大,主机推力与舵角匹配可提升船舶的航行安全性和通航效率。[结论]研究成果可供船舶绕航机理研究参考,保证船舶顺利通过碍航结构物。 展开更多
关键词 水路交通技术 绕航机理 船舶-流场运动耦合 碍航结构物 内河航道
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内河航道船舶追越操纵运动数值模拟 被引量:1
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作者 吴漫 童思陈 +3 位作者 孙开 王祥 蒋聘凤 张倩倩 《船海工程》 北大核心 2025年第3期148-154,共7页
为研究船舶追越引起船间效应的问题,以MMG模型为基础,采用Fortran语言,建立考虑船间效应的船舶追越操纵运动数学模型,并进行不同横向距、水深、船速及船长的船舶追越仿真,结果显示,一定条件下,两船初始横向距离越小、水深越浅、两船船... 为研究船舶追越引起船间效应的问题,以MMG模型为基础,采用Fortran语言,建立考虑船间效应的船舶追越操纵运动数学模型,并进行不同横向距、水深、船速及船长的船舶追越仿真,结果显示,一定条件下,两船初始横向距离越小、水深越浅、两船船速比越小及两船船长比越小,船间效应越明显。以典型河道为例,开展非均匀流影响下考虑和不考虑船间效应的仿真模拟。研究表明,不考虑船间效应时,两船追越时不存在碰撞风险;考虑船间效应时,两船横向偏移、横向流速、艏向角改变量影响较大,存在一定碰撞风险。因此,内河航道船舶追越模拟如不考虑船间效应影响,模拟结果或偏于危险。 展开更多
关键词 船舶操纵 数值模拟 船舶追越 船间效应 水流数学模型
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