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台风路径北移对黄渤海风暴潮增水影响研究
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作者 张冰洁 陶爱峰 +2 位作者 沈红艳 王京富 纪橞颖 《中国港湾建设》 2023年第3期1-7,共7页
热带气旋生命史最大强度(LMI)的年平均纬度在全球主要的热带气旋盆地中向极地移动,正在改变有关海域风暴潮增水的统计结论,对港区潮位设防标准的确定构成影响,西北太平洋(WNP)尤其明显。应用二维水动力模型MIKE21以及Holland台风模型建... 热带气旋生命史最大强度(LMI)的年平均纬度在全球主要的热带气旋盆地中向极地移动,正在改变有关海域风暴潮增水的统计结论,对港区潮位设防标准的确定构成影响,西北太平洋(WNP)尤其明显。应用二维水动力模型MIKE21以及Holland台风模型建立天文潮-风暴潮耦合模型,模拟2106号“烟花”台风期间的风暴潮,并设置3个情景,将“烟花”台风的路径向北平移,分析其对黄渤海海域风暴潮增水的影响。初步得出台风路径北移3°,渤海海域风暴潮整体增水幅度达17%,连云港至启东角沿岸30 m水深范围内风暴潮增水幅度达32%等结论,以资沿岸防灾减灾及确定港区潮位设防标准时参考。 展开更多
关键词 热带气旋路径北移 风暴潮增水 港区设防潮位 2106号台风“烟花”
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不同风场模式在台湾海峡涌浪模拟中的适用性研究
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作者 杨伊妮 陶爱峰 +2 位作者 徐啸 钟嬛予 曹力玮 《中国港湾建设》 2023年第7期17-22,54,共7页
准确的风场信息是波浪预报的必要前提,利用第三代海浪数值模式WAVEWATCHⅢ,结合台湾海峡3个测站的实测资料展开对比分析,探讨了在GFS、GRAPES和WRF 3种风场作用下对涌浪参数模拟的适用性。结果表明:3种风场模式中,GFS风场的整体风速水... 准确的风场信息是波浪预报的必要前提,利用第三代海浪数值模式WAVEWATCHⅢ,结合台湾海峡3个测站的实测资料展开对比分析,探讨了在GFS、GRAPES和WRF 3种风场作用下对涌浪参数模拟的适用性。结果表明:3种风场模式中,GFS风场的整体风速水平与实测值相符,相关系数达到0.72,在该风场作用下KM、MS、PH站涌浪有效波高及平均周期的模拟效果最佳且表现稳定,其中MS站的相关系数分别达到0.72、0.67。 展开更多
关键词 台湾海峡 风场适用性 涌浪预报 GFS风场 GRAPES风场 WRF风场
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Flume Experiment Investigation on Propagation Characteristics of Tidal Bore in A Curved Channel
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作者 FAN Jun tao ai-feng +2 位作者 SHI Mo-quan LI Ying PENG Ji 《China Ocean Engineering》 SCIE EI CSCD 2023年第1期131-144,共14页
Tidal bore is a special and intensive form of flow movement induced by tidal effect in estuary areas, which has complex characteristics of profile, propagation and flow velocity. Although it has been widely studied fo... Tidal bore is a special and intensive form of flow movement induced by tidal effect in estuary areas, which has complex characteristics of profile, propagation and flow velocity. Although it has been widely studied for the generation mechanism, propagation features and influencing factors, the curved channel will complicate the characteristics of tidal bore propagation, which need further investigation compared with straight channel. In this study, the flume experiments for both undular and breaking bores’ propagation in curved channel are performed to measure the freesurface elevation and flow velocity by ultrasonic sensors and ADV respectively. The propagation characteristics,including tidal bore height, cross-section surface gradient, tidal bore propagation celerity, and flow velocity are obtained for both sides of the curved channel. And three bore intensities are set for each type of tidal bores. The freesurface gradients are consistently enlarged in high-curvature section for undular and breaking bores, but have distinct behaviors in low-curvature section. The spatial distributions of tidal bore propagation celerity and flow velocity are compared between concave and convex banks. This work will provide experimental reference for engineering design of beach and seawall protection, erosion reduction and siltation promotion in estuary areas with the existence of tidal bores. 展开更多
关键词 tidal bore curved channel flume experiment propagation celerity bore intensity
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Review on the Progress and Issues in Liquid Tank Sloshing of Ships
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作者 ZHANG Zhen tao ai-feng +1 位作者 WU Qiao-rui XIE Yong-he 《China Ocean Engineering》 SCIE EI CSCD 2023年第5期709-724,共16页
With the development of large liquid cargo ships,liquid tank sloshing has gradually become a hot research topic in the area of shipping and ocean Engineering.Liquid tank sloshing,characterized by strong nonlinearity a... With the development of large liquid cargo ships,liquid tank sloshing has gradually become a hot research topic in the area of shipping and ocean Engineering.Liquid tank sloshing,characterized by strong nonlinearity and randomness,not only affects the stability of the ship but also generates a huge impact force on the wall of the tank.To further investigate liquid tank sloshing,a comprehensive review is given on the research process of the most focused subjects of liquid sloshing.Summarizing the existing research will help to identify issues in the current field and provide useful references.The methods for investigating sloshing,the research progress and the situations worldwide are discussed.The advantages and defects of experiments and numerical simulations are also explored.The problems which need to be explored in the future are subsequently proposed. 展开更多
关键词 naval architecture and marine engineering liquid tank sloshing liquid cargo ship large deformation progress review
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Boussinesq相位解析的海岸水动力学数学模型研究进展 被引量:11
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作者 张尧 谢欣 +3 位作者 陶爱峰 王岗 陈新平 郑金海 《海洋通报》 CAS CSCD 北大核心 2018年第5期481-493,共13页
由于在平衡计算效率和精度上具有优势,Boussinesq相位解析数学模型研究不断取得突破,已成为波浪和水流精细化模拟的较优解析方式,为海岸工程、环境、地质等问题提供了实用和高效的研究手段。本文对已有Boussinesq类模型的研究进行了评述... 由于在平衡计算效率和精度上具有优势,Boussinesq相位解析数学模型研究不断取得突破,已成为波浪和水流精细化模拟的较优解析方式,为海岸工程、环境、地质等问题提供了实用和高效的研究手段。本文对已有Boussinesq类模型的研究进行了评述,深入探讨其重要发展、实际应用和理论瓶颈,从高阶非静压修正、GPU准三维高性能算法编译、波浪破碎和泥沙运移沉积等4个方面提出未来可能的科学突破方向。 展开更多
关键词 Boussineq模型 高阶 波浪破碎 数值模拟 高性能计算 海岸动力 海岸灾害
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基于波高和周期双指标的福建海域海浪危险性分析 被引量:5
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作者 谢欣 陶爱峰 +3 位作者 张尧 李硕 时健 郑金海 《海洋通报》 CAS CSCD 北大核心 2019年第2期167-172,共6页
现行的海浪危险性评估方法仅以波高作为指标,没有考虑波浪周期对海上建筑物和船舶航行安全的影响。基于1979-2016年福建外海海浪数值后报结果,建立了基于周期的海浪强度和危险性等级划分标准,提出了基于波高和周期双指标的福建海域海浪... 现行的海浪危险性评估方法仅以波高作为指标,没有考虑波浪周期对海上建筑物和船舶航行安全的影响。基于1979-2016年福建外海海浪数值后报结果,建立了基于周期的海浪强度和危险性等级划分标准,提出了基于波高和周期双指标的福建海域海浪危险性分析方法。结果表明,双指标下海浪危险等级分布结合了波高单指标下环状分布和周期单指标下带状分布的特点,以台湾海峡中南部海域海浪危险等级最高,闽南近岸海域海浪危险等级高于闽东和闽中海域,总体危险等级分布呈现南高北低的特征;双指标下的福建外海海浪危险等级分布比单指标考虑更为全面,不仅包含波高对结构物的影响还考虑了周期对浮式结构物和防波堤的作用,更加贴近真实情况下的海浪危险性特征。 展开更多
关键词 海浪 危险性 双指标 定量评估
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基于AQWA的渔船排列形式对运动和系泊力响应的影响分析 被引量:5
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作者 曹力玮 陶爱峰 +2 位作者 张尧 黄婉茹 张旭 《水道港口》 2021年第3期289-296,共8页
渔船作为海洋渔业的重要经济载体,渔船安全一直备受关注,但极端天气下港内锚泊渔船倾覆、断缆的情况时有发生。利用水动力分析软件AQWA,分别建立的单船、双船并排与三船并排首尾锚泊模型,计算不规则波作用下首尾锚泊渔船的时域运动响应... 渔船作为海洋渔业的重要经济载体,渔船安全一直备受关注,但极端天气下港内锚泊渔船倾覆、断缆的情况时有发生。利用水动力分析软件AQWA,分别建立的单船、双船并排与三船并排首尾锚泊模型,计算不规则波作用下首尾锚泊渔船的时域运动响应与系缆力,分析不同波高和周期条件下船舶排列形式对横摇角度和系缆力的影响。计算结果表明,双船或三船并排锚泊能有效抑制横浪作用下船舶的横摇角度;三船并排锚泊时,中间船的横摇角度会大于两侧船只;并排锚泊时,系泊力随波浪周期的增大而增大;出于渔船安全考虑,渔港内波高与波周期均较大的区域,宜采用多船并排锚泊形式。 展开更多
关键词 渔船 AQWA 首尾锚泊 并排多船 运动响应 系泊力
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“苏拉”和“达维”双台风过程中台风浪和海温的数值模拟 被引量:3
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作者 朱超 史剑 +1 位作者 陶爱峰 刘经东 《海洋科学》 CAS 北大核心 2019年第7期1-11,共11页
本文基于FVCOM-SWAVE耦合模型,以双台风“苏拉”和“达维”的台风过程为例,研究了台风过程中海浪和海温的变化,通过与高度计和Argo资料的对比,发现耦合模型能较准确的模拟出有效波高和海表面温度。由于双台风风场相互作用,风场结构和最... 本文基于FVCOM-SWAVE耦合模型,以双台风“苏拉”和“达维”的台风过程为例,研究了台风过程中海浪和海温的变化,通过与高度计和Argo资料的对比,发现耦合模型能较准确的模拟出有效波高和海表面温度。由于双台风风场相互作用,风场结构和最大风速位置发生改变,影响着有效波高的分布,台风“苏拉”产生的最大有效波高位于台风后侧。海表面温度的降低与风场、浪场分布密切相关,强风强浪处的降温现象更明显,“苏拉”产生的降温区域位于路径附近,“达维”产生的降温区域位于路径右侧。台风对海表面温度的降低与初始的混合层厚度、温跃层强度存在相关性,具体表现为初始的混合层越薄、温跃层强度越大,降温越明显。 展开更多
关键词 双台风 有效波高 海表面温度
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非平整港池的多向不规则波试验研究 被引量:1
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作者 张海明 陶爱峰 +1 位作者 严士常 杨越 《中国港湾建设》 2021年第2期24-28,共5页
基于三维组合式抛石防波堤物理模型,开展了多向不规则波作用的港池试验,分析6组波浪条件所对应的掩蔽区域测点比波高分布图,得到主要结论:6组波浪条件所对应的测点比波高整体呈现从口门到掩蔽区域逐渐减小趋势,最大比波高位置在口门附近... 基于三维组合式抛石防波堤物理模型,开展了多向不规则波作用的港池试验,分析6组波浪条件所对应的掩蔽区域测点比波高分布图,得到主要结论:6组波浪条件所对应的测点比波高整体呈现从口门到掩蔽区域逐渐减小趋势,最大比波高位置在口门附近;当波周期TP=7 s、12 s、16 s时,不同水深h所对应的掩蔽区域测点比波高分布图的变化趋势基本一致,最大比波高位置分别在口门偏北方向、口门中心处、口门偏南方向,整体呈现随TP增大而向口门南方偏移趋势;当h=14.8 m、17.1 m时,掩蔽区域内同一测点比波高呈现随TP增大而增大趋势。 展开更多
关键词 港池试验 多向不规则波 抛石防波堤 掩蔽区域 比波高
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Wave Power Focusing due to the Bragg Resonance 被引量:5
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作者 tao ai-feng YAN Jin +3 位作者 WANG Yi ZHENG Jin-hai FAN Jun QIN Chuan 《China Ocean Engineering》 SCIE EI CSCD 2017年第4期458-465,共8页
Wave energy has drawn much attention as an achievable way to exploit the renewable energy. At present, in order to enhance the wave energy extraction, most efforts have been concentrated on optimizing the wave energy ... Wave energy has drawn much attention as an achievable way to exploit the renewable energy. At present, in order to enhance the wave energy extraction, most efforts have been concentrated on optimizing the wave energy convertor and the power take-off system mechanically and electrically. However, focusing the wave power in specific wave field could also be an alternative to improve the wave energy extraction. In this experimental study, the Bragg resonance effect is applied to focus the wave energy. Because the Bragg resonance effect of the rippled bottom largely amplifies the wave reflection, leading to a significant increase of wave focusing. Achieved with an energy conversion system consisting of a point absorber and a permanent magnet single phase linear motor, the wave energy extracted in the wave flume with and without Bragg resonance effect was measured and compared quantitatively in experiment. It shows that energy extraction by a point absorber from a standing wave field resulted from Bragg resonance effect can be remarkably increased compared with that from a propagating wave field (without Bragg resonance effect). 展开更多
关键词 wave power EXPERIMENT Bragg resonance
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On the Downshift of Wave Frequency for Bragg Resonance 被引量:2
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作者 PENG Ji tao ai-feng +2 位作者 FAN Jun ZHENG Jin-hai LIU Yu-ming 《China Ocean Engineering》 SCIE EI CSCD 2022年第1期76-85,共10页
For surface gravity waves propagating over a horizontal bottom that consists of a patch of sinusoidal ripples,strong wave reflection occurs under the Bragg resonance condition.The critical wave frequency,at which the ... For surface gravity waves propagating over a horizontal bottom that consists of a patch of sinusoidal ripples,strong wave reflection occurs under the Bragg resonance condition.The critical wave frequency,at which the peak reflection coefficient is obtained,has been observed in both physical experiments and direct numerical simulations to be downshifted from the well-known theoretical prediction.It has long been speculated that the downshift may be attributed to higher-order rippled bottom and free-surface boundary effects,but the intrinsic mechanism remains unclear.By a regular perturbation analysis,we derive the theoretical solution of frequency downshift due to third-order nonlinear effects of both bottom and free-surface boundaries.It is found that the bottom nonlinearity plays the dominant role in frequency downshift while the free-surface nonlinearity actually causes frequency upshift.The frequency downshift/upshift has a quadratic dependence in the bottom/free-surface steepness.Polychromatic bottom leads to a larger frequency downshift relative to the monochromatic bottom.In addition,direct numerical simulations based on the high-order spectral method are conducted to validate the present theory.The theoretical solution of frequency downshift compares well with the numerical simulations and available experimental data. 展开更多
关键词 gravity surface wave Bragg resonance frequency downshift regular perturbation analysis
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组合式抛石防波堤港外波高分布试验研究
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作者 陈汨梨 严士常 +3 位作者 杨越 张海明 陶爱峰 潘志刚 《中国港湾建设》 2022年第1期45-47,共3页
通过多向不规则波条件下,组合式抛石防波堤的物理模型试验,收集港外区域P1~P5测点波高,研究波浪与抛石防波堤相互作用下港外波高空间分布及变化规律。研究发现:当波浪正向作用于主防波堤时,主堤前方P2和P3成为最危险位置,由于入射波与... 通过多向不规则波条件下,组合式抛石防波堤的物理模型试验,收集港外区域P1~P5测点波高,研究波浪与抛石防波堤相互作用下港外波高空间分布及变化规律。研究发现:当波浪正向作用于主防波堤时,主堤前方P2和P3成为最危险位置,由于入射波与反射波叠加位置会随波周期和水深变化而不同,使得最大波高出现位置不同。当波浪斜向作用于主防波堤圆形堤头时,波浪基本无反射,且因绕射作用而耗散波浪能量,口门位置P4和P5波高变化幅度最小且相对稳定。当波浪作用于两道防波堤的交汇处时,由于波浪发生反射、折射、透射、破碎等复杂变形作用下而耗散能量,两道防波堤交汇处P1波高变化幅度较小。在相同有效波高H_(m0)=3.03 m条件下,无论水深h=17.1 m或14.8 m,随着波周期T_(P)的增大,港外危险区域会逐渐远离主防波堤。 展开更多
关键词 多向不规则波 港池试验 港外区域 波高分布 抛石防波堤
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Swell Source Analysis of East China Sea Under the Influence of Typical Typhoon Scenarios 被引量:1
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作者 YAN Jin tao ai-feng +3 位作者 LIN Yi-nan PEI Ye LIU Ya-yi SU Jun-wei 《China Ocean Engineering》 SCIE EI CSCD 2020年第2期210-222,共13页
The characteristics of swells within the East China Sea have been reported by Tao et al.(2017),while the question of where the swells come from remains unanswered.By using the wave model WAVEWATCH III and the swell tr... The characteristics of swells within the East China Sea have been reported by Tao et al.(2017),while the question of where the swells come from remains unanswered.By using the wave model WAVEWATCH III and the swell tracking method proposed by Hanson(2001),the spatial sources of the swells are investigated during four typical typhoon scenarios,which usually affect the wave environment in the East China Sea,including the Recurving type,the Northward type,the Westward type(striking the East China Sea)and the Westward type(over the South China Sea).The numerical results show that parts of the swells are from the North West Pacific with a long-distance travelling.The moving paths of the swells are affected by the typhoon tracks,which result in various fetches.The Westward type(over the South China Sea)makes one peak in the evolution process.The landing process of the Westward type(striking the East China Sea)could result in swells with low energy.The swell energy depends on swell propagation distance,existence time and wind intensity of generation fetch.The consistent fetch and forceful wind intensity make swell carry more energy. 展开更多
关键词 swells East China Sea effect factor typhoon track
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Erratum to:On the Downshift of Wave Frequency for Bragg Resonance[China Ocean Engineering,2022,36(1),76-85.https://doi.org/10.1007/s13344-022-0006-y]
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作者 PENG Ji tao ai-feng +2 位作者 FAN Jun ZHENG Jin-hai LIU Yu-ming 《China Ocean Engineering》 SCIE EI CSCD 2022年第2期332-332,共1页
In the original publication of the article(Peng et al.2022),under the section‘Comparisons with experiments and direct numerical simulations’,Fig.4 was not included.The figure is given below:Reference Peng,J.,Tao.,A.... In the original publication of the article(Peng et al.2022),under the section‘Comparisons with experiments and direct numerical simulations’,Fig.4 was not included.The figure is given below:Reference Peng,J.,Tao.,A.F.,Fan,J.,Zheng,J.H.and Liu,Y.M.,2022.On the downshift of wave frequency for Bragg resonance,China Ocean Engineering,36(1),76-85. 展开更多
关键词 WAVE WAVE
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