太阳成集团tyc234cc古天乐
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尤再进教授

发表日期:2021年08月17日 08:36 来源:太阳成集团tyc234cc古天乐 浏览次数:

      

      尤再进,澳洲新州大学海岸工程博士,特聘教授、国家杰出青年基金获得者、泰山学者海外特聘专家、山东省智库高端人才库专家、烟台市双百计划特聘专家。主要从事于海岸工程、物理海洋、海岸灾害、海岸带修复等方面的研究工作,30多年海外工作经历。主持国家杰出青年基金、重点基金、国家重点研发计划课题、中科院知识创新基金等基金,多项澳洲联邦政府重点基金等。担任中科院客座研究员、中国海洋大学博导、同行评审专家,发表论文120多篇。

电子邮件: b.you@ldu.edu.cn|b.you@uq.edu.au

现任单位: 太阳集团欢迎您,特聘教授

职称/职务: 港口与海岸防灾减灾研究院,院长

        山东省海洋监测工程技术协同创新中心,中心主任


主要荣誉: 国家杰出青年基金获得者

山东《泰山学者》海外特聘专家

山东省智库高端人才库专家

烟台市《双百计划》特聘专家


教育经历

1993-1994 博士后, 魁北克大学, 物理海洋研究所, 加拿大(Canada)

1988-1992 博士, 新南威尔士大学(UNSW),土木工程, 澳大利亚(Australia)

1986-1988 国家教委公派出国预备研究生, 天津大学水利系,海岸动力学专业

1982-1986 学士, 天津大学水利系, 港口海岸及近海工程专业


工作经历:

2014-至今 海外特聘教授/中心主任,港口与海岸防灾减灾研究中心,太阳集团欢迎您

2017-至今 山东省海洋监测工程技术协同创新中心,中心主任

1999-2014 高级研究员,新南威尔士州环境部,澳大利亚(Australia)

1994-1999 高级研究员及学科带头人,维洲海洋和淡水研究所,澳大利亚

1993-1994 博士后, 魁北克大学物理海洋研究所,加拿大(Canada)

1992-1993 高级助理研究员,新南威尔士大学工程力学,澳大利亚


科研领域 港口与海岸工程、物理海洋、海洋能资源评估、海岸规划和管理


人才工程和学术荣誉:

2016.08 山东省《智库高端人才库》专家

2015.07 烟台《双百计划》特聘专家

2015.01 山东《泰山学者》海外特聘专家

2014.03 太阳集团欢迎您海外高层次引进人才,海外特聘教授

2005-2007 国家杰出青年基金获得者(B类)

资助学科:物理海洋

研究课题:波浪边界层和海岸泥沙起动

依托单位:中科院海洋所,青岛

2004-2007 河海大学特聘教授(短期类)、博士生导师

依托学科:水文水资源与水利工程科学国家重点实验室、港口海岸及近海工程


主要成果:指导博士和硕士生、国家基金申请、科研人员培养、学术交流、发表学术论文、增强了国外科研合作,

       2003-2004 中科院知识科学创新工程基金获得者

资助学科:近海岸动力学

研究课题:不规则波浪和水流作用下泥沙起动

2003 中科院王宽诚教育基金高级访问学者

访问单位:中科院海洋环流和波动重点实验室,青岛

2003-2013 特殊津贴享受新南威尔士洲政府津贴(显著科研成绩),澳大利亚


学术兼职:

2015-至今 同行评审专家

2017-至今 博士生导师,中国海洋大学港口海岸及近海工程

2004-至今 客座研究员,中科院海洋所,青岛

2004-2007 特聘教授、博士生导师,河海大学

2014.04 中科院《百人计划》终期评审专家

2015.09 客座编辑:Estuarine, Coastal & Shelf Science, Elsevier

2012-至今 期刊编委:Journal of Shipping and Ocean Engineering, USA

2013-至今 期刊编委:China Ocean Engineering, Springer(中国海洋工程,中英文版)

2015-至今 期刊编委:Research Journal of Environmental Sciences, USA


专家级技术咨询:

1999-2014提供澳大利亚联邦、州政府、地方政府技术方面的咨询:海岸治理和恢复、风暴潮、海平面上涨、海岸泥沙输运、海岸防灾和减灾、海岸规划和管理。


主要科研项目

尤再进等(¥280万,2019.01-2022.12),NSFC-山东联合重点基金,山东省滨海沙滩防护工程环境灾害及防灾减灾对策研究(U1806227),在研,主持.

尤再进等(¥159万,2019.02-2023.02),国家重点研发计划,基于我国资源特性的海洋能高效利用创新技术研发:海洋能资源数据描述及预测(课题1),在研,主持.

尤再进等(¥30万,2017.08-2019.06),山东省自然科学基金重大基础研究项目,潮流、波浪能高效捕获与转换基础研究(ZR2017ZA0202),在研,主持.

尤再进等(¥30万,2016.01-2016.11),中国典型海域波浪再生能源变化趋势,国家海洋局海洋专项(GHME2014ZC01),国家海洋局技术中心,结题,主持.

尤再进(¥80万,2015.07),烟台海岸线治理和保护创新技术研究. 烟台《双百计划》特聘专家人才工程.

尤再进(¥400万,2015.01),海岸侵蚀和淹没灾害数据采集和预测技术.山东《泰山学者》特聘专家人才工程.

尤再进(¥200万,2014.01),海岸工程研究中心和学科建设。高层次人才引进科研启动基金,太阳集团欢迎您.

You, Z J (RMB¥40万元,2005-07).国家杰出青年科研基金(B),波浪边界层和海岸泥沙起动(40428001),已结题.

You, Z Jand Hanslow, D(RMB¥154万/$266,000; 2013-15). Combined impacts of storm tide and wave runup on NSW coastal erosion and inundation.Natural Disaster Resilience Program(NDRP)Research Grant funded by the Commonwealth government。该联邦政府重点科研基金课题是:风暴潮和波浪爬高共同作用下的海岸侵蚀和淹没.

Hanslow, D andYou, Z J(RMB¥185万/$318,352; 2012-13). Coastal erosion risk assessment: Best Practice and Tools and Data.NDRP Research Grant。该联邦政府重点科研基金课题是:鉴定海岸侵蚀危害—最佳途径、工具和数据.

You, Z J(RMB¥212万/$366,000; 2010-13). Tidal limits and flooding tailwater levels at NSW coastal entrances (Stages-I and -II),NDRP Research Grant。该联邦政府科研基金课题是:海岸河口潮位和洪水情况下河口水位的确定.

You, Z Jand Gibbs, J (RMB¥110万/$189,000; 2012-13). Mapping NSW coastal hazards and indexing related risks.NDRP Research Grant(Stages-II).NDRP Research Grant。该联邦政府科研基金课题是:新南威尔士州海岸灾害数据库的建立(第二期).

You, Z J(RMB¥110万/$190,000; 2010-11). Mapping NSW coastal hazards and indexing related risks.NDRP Research Grant(Stages-I). NDRP Research Grant。该联邦政府科研基金课题是:新南威尔士州海岸灾害数据库的建立(第一期).

OEH, UQ and DHI (RMB¥153万/$263,000; 2010-2012).Development of an adaptive statistical model for oceanic flooding hazards along the East Australian Coast.ARC Linkage Research Grant。该联邦政府自然科研基金课题是:澳大利亚东海岸海岸淹没灾害概率模式的建立。

You, Z J(RMB¥111万/$191,000; 2008-10). Coastal extreme storms and elevated water levels.NDMP Research Grant。该联邦政府科研基金课题是:海岸风暴和引起的增水.


论文目录

[1]You, Z.J(2019). Tropical cyclone-induced hazards caused by storm surges and large waves on the coast of China. Geosciences,9:131 (SCI).

[2]You, Z.Jand Chen, C (2018).Chapter 7: Coastal Dynamics and SedimentResuspension in Laizhou Bay, Book onSediment Dynamics of Chinese Muddy Coasts and Estuaries: Physics,Biology and their Interactions, edited by Wang, X.H, Elsevier Publisher.

[3]You Z.J, Shi H.Y and Bai Y.C (2018).Impacts of storm wave-induced coastal hazards on the coast of China.Journal of Coastal Research,85:826-830 (SCI).

[4]Shi, H.Y,You, Z.J*(通讯作者), Yin, B.S and Bao, Y.C (2018).Critical depths derived for three distinct modes of coastal sediment transport.Journal of Coastal Research,85:271-275(SCI).

[5]Ji, Z.Z,You, Z.J*(通讯作者) and Yun, W (2018).Development of a generalized formulation for estimating sediment siltation in waterways on the silty coast of China,Journal of Coastal Research,85:1221-1225 (SCI).

[6]Hu C, Zai-Jin You, Mao H.Y and Hu X.M (2018). Assessing impacts of large-scale Coastal land reclamation on marine environment on the coast of China.Journal of Coastal Research,85:1486-1490 (SCI).

[7]You, Z. J(2018). Impacts of Human-Activity Related National-scale Projects on Coasts and Estuaries of China in Last Few Decades.The 1st International Workshop on CoastalReservoir. 24-25 January, Wollongong, UOW, Australia.

[8]You, Z.J,Shi, H.Y,Li, B and Li, Y.Q (2018).Field Measurements of Dynamic Beach Profiles to AssessErosion Hazard on the Coast of Yantai, China.Int.Ocean and Polar EngineeringConf., Sapporo, Hokkaido, Japan, June 10-15(EI).

[9]Liu Y, You, Z,J, Gao,S C (2017).A continuous 1-D model for the coiling of a weakly viscoelastic jet. Acta Mechanica. DOI 10.1007/s00707-017-2083-1。

[10]You, Z J(2017). Assessment of coastal inundation and erosion hazards along the coast of China.Int.Ocean and Polar EngineeringConf.,San Francisco, California, June 25-30(EI) .

[11]尤再进,尹宝树,石洪源(2017)。应用“跨零-能量”法估算海洋波能流和波浪再生能资源。海洋湖沼,48(5):926-931.

[12]石洪源,尤再进*(2017).基于ERA-Interim再分析数据的中国东海海域波浪能时空分布特征研究[J], 海洋湖沼通报.(6):30-37.

[13]石洪源,尤再进*(2017).不同台风合成风场在南海的适用性研究,海洋湖沼通报 (已接收).

[14]胡聪,尤再进*(2017),毛海英等.集约用海对海洋资源影响评价方法研究.海洋环境科学,2017,(02):173-178.

[15]王同顺,尤再进*(2017).黄河径流及风场作用下渤海盐度的数值研究,海洋湖沼通报(接收)

[16]尤再进,中国海岸带重大灾害的空间分布及防护措施,第四屆海峽兩岸海岸科學與可持續發展學術研討會,高雄,台湾,6月2-6,2017.

[17]尤再进,海洋与沉积动力的观测系统,国家海底科学观测网东海立体综合观测塔科学功能研讨会。上海,5月16-17,2017.

[18]尤再进,海岸带淹没和侵蚀灾害及减灾措施,2016年海岸工程中青年学术研讨会,大连,10月30-31,2016.

[19]You,Z.J.Wavefrictionfactor and sedimenttransport.Turbulent mixing and sediment transport in the ocean.Guangzhou,September 12-14, 2016.

[20]You, Z.J.Laizhou Bay, Qingdao and Transformation of Urban Ports and HarbourWorkshop, Qingdao, Oct 17-19, 2016.

[21]胡聪,尤再进,毛海英(2016).基于德尔菲法的围填海对海洋资源影响指标体系研究.海洋科学,,(08):150-156.

[22]You, ZJand Yin, B S (2016). Standardized procedure for estimation of extreme ocean waves.The26th International Ocean and Polar Engineering Conference, Rhodes, Greece, June 26-July (EI).

[23]Yang, Z T andYou, Z J(通讯作者) (2016).Quantitative Study of Beach-Face Slope Based on Field Measurement.International Ocean and Polar Eng Conference, Rhodes, Greece, June 26-July (EI).

[24]尤再进(2016).中国海岸带淹没和侵蚀灾害及减灾策略。中国科学院院刊,31(10): 1190-1196

[25]You, Z J. Coastal storm erosion dynamics and new conceptual model of shoreline changes. Proceedings of LOICZ 2015.Intl Workshop on Land-Ocean Interactions in the Coastal Zone and Sustainable Development, Yantai, China, September 15-17, 2015.

[26]You, Z J. Calculation of critical bottom shear stresses for initial movement of cohesive and non-cohesive sediment in combined wave-current flows.2nd Intl Workshop on Sediment Dynamics of Muddy Coasts and Estuaries: Physics, Biology and Their Interaction. Zhoushan, China, Oct 23-26,2015

[27]You, ZJ, Yin, B S, Ji, Z Z and Hu, C (2016). Minimization of theuncertaintyin estimation of extreme waves.Journal of Coastal Research,75:1277-1281(SCI).

[28]尤再进、季则舟(2015).澳大利亚新州海岸侵蚀灾害数据采集与模拟。海洋工程会议,广西南宁,13-15,2015.

[29]李宏杰,尹宝树,尤再进(通讯作者)(2015).海洋极值波高计算的主要影响因素。海洋工程会议,广西南宁,13-15,2015.

[30]You, Z J(2015). Coastal storm erosion dynamics and new conceptual model of shoreline changes. Proceedings of LOICZ 2015.Intl Workshop on Land-Ocean Interactions in the Coastal Zone and Sustainable Development,September 15-17,Yantai, China.

[31]You, Z J(2015).Calculation of critical bottom shear stresses for initial movement of cohesive and non-cohesive sediment in combined wave-current flows.2ndIntl Workshop on SedimentDynamics of Muddy Coasts and Estuaries: Physics, Biology and Their Interaction. Oct 23-26, Zhoushan, China.

[32]You, Z J,Laine R, Wiecek D, Hanslow D and Baldock T (2014). Field Measurements of Beach-dune Dynamic Profiles and Grain-Size Distributions to Assess Coastal Erosion along NSW Coast of Australia.International Conference on Coastal Engineering, ASCE June 15-20.

[33]Yin, B S andYOU, Z J(2014).Identification and Minimization of the Uncertainty in Estimation of Coastal Extreme Waves.International Conference on Coastal Engineering, ASCE June 15-20 (abstract accepted).

[34]David P. Callaghan, Thuy T. T.Vu, David J. Hanslow, Peter Nielsen,You, Z JandIan Teakle(2014).Ocean driven flooding of a coastal lake.International Conference on Coastal Engineering, ASCEJune 15-20.

[35]You, Z.J, Lord, D and Watson, P (2014),Estimation of relative mean sea level rise from Fort Denison tide gauge data.Australian Journal of Civil Engineering.

[36]You, Z Jand Callaghan, D (2013). Modeling significant wave height distribution with quantile functions for estimation of extreme waves: Discussion.Ocean Engineering,70: 208-210.

[37]You, Z J(2013). Critical depths derived from different modes of sediment transport.The 2013 Australasian Coasts and Ports Conference, September, Sydney.

[38]You, Z. Jand Nielsen, P (2013). Chapter 22: Extreme coastal waves, ocean surges and wave runup.Coastal Hazard Book edited by Charles W Finkl, Coastal Research Library 6, Springer Publisher.

[39]Watterson,EYou, Z J, T Baldock, D Callaghan and P Nielsen (2013). Flooding tailwater levels for NSW coastal entrances.The 2013 Australasian Coasts and Ports Conference, September, Sydney.

[40]Moura, T., Olfateh, M, Callaghan, D, Nielsen, P,You, Z Jand Baldock, T (2013). Tidal amplitude and wave setup in trained and untrained river entrances.The 2013 Australasian Coasts and Ports Conference, September, Sydney.

[41]McPherson, B, Young, S, Courier, E,YOU, Z J, Hanslow, D, Callaghan, D, Baldock, T and Nielsen, P (2013). Storm surge penetration in NSW estuaries.The 2013 Australasian Coasts and Ports Conference, September, Sydney.

[42]Modra, B, Fitzhenry, M,You, Z J, Hanslow, D, Jacobs R and McPherson, B (2013). Rethinking tidal harmonic analysis: Improved approach for analysis of tidal anomaly in estuaries.The 2013 Australasian Coasts and Ports Conference, September, Sydney.

[43]You, Z. J., Nielsen, P., Hanslow, D and Pritchard, T (2012). Elevated water levels at trained and untrained river entrances on the east coast of Australia.International Coastal Engineering Conference, 1-6 July, Santander, Spain.

[44]You, Z. J(2012). Estimation of extreme water levels at NSW coastal entrances.The 52ndFloodplain Management Association Conference, 22-24 Feb, Eurobodalla.

[45]Goodwin, I, D., Browning, S., Shand, T., Mole, M andYou, Z. J(2012). Synoptic drivers and secular shifts in extreme wave climate in South-Eastern Australia.The 2011 AMOS Conference, 31 Jan – 2 Feb, Sydney.

[46]You, Z. J(2011). A multi-distribution approach to POT methods for determining extreme wave heights: Discussion.Coastal Engineering,61:49-52.

[47]You, Z. J(2011). Extrapolation of historical coastal storm wave data with best-fit distribution function.Australian Journal of Civil Engineering,9:73-82.

[48]Coghlan, I, Mole, M, Shand, T., Carley, J., Peirson, W., Miller, B., Kulmar, M, Couriel, E., Bodra, B andYou, Z. J(2011). High resolution wave modeling (HI-WAM) for Bateman Bay detailed wave study.The 2011 Australasian Coasts and Ports Conference, September, Perth.

[49]You, Z. J(2011). Uncertainty in extrapolating a historical wave record to extreme wave heights.The 2011 Australasian Coasts and Ports Conference, 28-30 September, Perth.

[50]Shand, T.D, Carley, J.T,You, Z.Jand Cox, R J (2011). Long-term trends in NSW coastal wave climate and derivation of extreme design storms.The 20thNSW Coastal Conference, 8-11 Nov, Tweed Heads.

[51]You, Z. J(2010). The statistical distributions of nearbed wave parameters in finite coastal water depth, pp.83-104. Sea Level Rise, Coastal Engineering, Shorelines and Tides Book edited by Linda L. Wright, Nova Science Publishers, USA.

[52]You, Z J(2010). A unified method for calculation of wave spectrum and wave height distribution. AMSA Conference, Wollongong.

[53]You, Z J(2009). Statistical distribution of nearbed wave orbital velocity in intermediate coastal water depth.Coastal Engineering,56: 844-852.

[54]You, Z J(2009). A close approximation of wave dispersion relation for direct calculation of wavelength in any coastal water depth.Applied Ocean Research,30:133-139.

[55]You, Z. J(2009). Statistical distribution of wave orbital velocity in finite water depth.Advances in Water Resources and Hydraulic Engineering,4:1324-1329.

[56]You, Z.J, Huang, G and Yin, B.S (2009). Direct measurement of wave-induced bottom shear stress under irregular waves.Advances in Water Resources and Hydraulic Engineering,4: 1213-1218.

[57]You, Z. J(2008). Modified Newton-Raphson Solution for Dispersion Equation of Transition Water Waves: Comments.Journal of Coastal Research,24:1349-1350.

[58]You, Z.Jand Lord, D (2008). Influence of the El Nino Southern Oscillation on the NSW coastal storm severity. Journal of Coastal Research,24: 203-207.

[59]You, Z.Jand Yin, B.S (2007). Direct measurement of bed shear stress under waves. Special Issue,Journal of Coastal Research,50: 1132-1136.

[60]You, Z.J(2007). Extrapolation of extreme wave height with a proper probability distribution function.Australasian Coasts and Ports Conference, 17-20 July, Melbourne.

[61]Guang, H., Wang, Y.G, Yin, B.S andYou, Z.J[Corresponding author] (2007). The study of the bed shear stress under irregular waves.The 17thinternational Offshore and Polar Engineering Conference, July 1-6, 2007, Lisbon, Portugal.

[62]Cao B., Wang, Y.G andYou, Z.J[Corresponding author] (2007). Comparison of Five different distribution functions for calculation of design wave height.Transactions of Oceanology and Limnology,4: 1-9.

[63]Guang, H., Wang, Y.G, Yin, B.S andYou, Z.J[Corresponding author](2007). A new method for direct measurement of the bed shear stress of wave boundary layer in wave flume.Journal of Hydrodynamics,19:517-524.

[64]Cao B., Wang, Y.G andYou, Z.J[Corresponding author] (2006). Comparison of three design wave height calculations.China Ocean Engineering,24: 6-11.

[65]You, Z.Jand Yin, B.S (2006). Estimation of extreme coastal waves from time series of wave data. China Ocean Engineering,20: 225-241.

[66]You, Z.Jand Yin, B.S (2006). A unified criterion for initiation of sediment motion and inception of sheet flow under waves.Sedimentology,53: 1181-1190.

[67]You, Z.J(2006). Estimation of bed roughness in a tidal channel with an extended long-fit method. Continental Shelf Research,26: 283-294.

[68]You, Z.J(2005). Discussion of “Initiation of movement of quartz particles”. Journal of Hydraulics Engineering, ASCE.

[69]You, Z.J(2005). Estimation of bed roughness from mean velocities measured at two levels near the seabed. Continental Shelf Research,25: 1043-1051.

[70]You, Z.J(2005). Discussion of “Effects of bed perturbation and wave asymmetry on ripple initiation”. Coastal Engineering. 52: 303-307.

[71]You, Z.J(2005). A field study of fine sediment resuspension dynamics in a large semi-enclosed bay. Ocean Engineering,32: 1982-1993.

[72]You, Z.J(2004). The effect of suspended sediment concentration on the settling velocity of cohesive sediment in quiescent water.Ocean Engineering,31:1955-1965.

[73]You, Z.Jand Yin, Y.B (2003). Discussion of “A simple method of predicting the threshold of particle transport under oscillatory waves”.Sedimentary Geology,163: 323-325.

[74]You, Z.Jand Yin, Y.B (2003). Discussion of “Apparent roughness in wave-current flow: Implication for coastal studies”. Journal of Hydraulics Engineering, ASCE,140: 270-271.

[75]You, Z.J(2003). Discussion of “simple and explicit solution to the wave dispersion equation”. Coastal Engineering,48: 133-135.

[76]Yin, B.Y andYou, Z.J(2003). The impact of wave-dependent surface wind stress in a coupled wave-tide surge model. Australasian Coastal Engineering and Ports Conference, Auckland.

[77]You, Z.Jand Jayewardene I. (2003). The occurrence of extreme coastal storms along the NSW coast. Australian National Environment Conference, Brisbane.

[78]You, Z. Jand Hanslow, D. (2001). Statistical distribution of nearbed wave orbital velocity under irregular waves. In:Proc, Combined Australasian Coastal Engineering and Ports Conf., Gold Coast, Australia, pp.412-416.

[79]You, Z. Jand Yin, B. S. (2001). Determination of coastal wave direction in shallow water. In:Proc, Combined Australasian Coastal Engineering and Ports Conf., Gold Coast, Australia, pp523-527.

[80]Evans, P., Hanslow, D Coutts-Smith, A andYou, Z. J(2000). Nearshore-Inner Shelf sediment exchange on the NSW Central Coast. 27thInternational Conference on Coastal Engineering, ICCE, Sydney, pp.3151-3164.

[81]You, Z. J(2000). A simple model of sediment initiation under waves. Coastal Engineering,41: 399-412.

[82]Hanslow, D., Davis, G. andYou, Z. Jand Zastawny, J (2000). Berm height at coastal lagoon entrances in NSW. 10thNSW Coastal Management Conference 2000, Yamba.

[83]You, Z.J(1998). The inception of sheet flow in oscillatory flow.Ocean Eng,26: 277-285.

[84]You, Z.J(1998). Initial motion of sediment in oscillatory flow. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE,124: 68-72.

[85]You, Z. Jand Nielsen, P (1998). A unified model for initial motion of sediment and inception of sheet flow in oscillatory flow.26th International Conference on Coastal Engineering, ICCE, Copenhagen.

[86]You, Z.J(1997). Initial motion of sediment under waves and currents. 13th Australasian Coastal and Ocean Engineering Conference, Christchurch, pp.173-178.

[87]You, Z.Jand Nielsen, P (1997). Threshold of sediment motion in oscillatory flow. 13th Australasian Coastal and Ocean Engineering Conference, Christchurch, pp.167-172.

[88]You, Z.J(1997). Discussion of “On the vertical distribution ”. Coastal Engineering,30: 305-310.

[89]You, Z.J(1997). Discussion of Laboratory investigations into wave period effects on sand bed erodibility under the combined action of waves and currents”. Coastal Eng,28: 157-160.

[90]You, Z.J(1996). Discussion of “Transport of fine sands by currents and waves”.Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE,122: 265-266.

[91]You, Z.J(1996). The effect of wave-induced stress on current profiles.Ocean Eng,23: 619-628.

[92]You, Z.J(1996). Movable bed roughness and current profiles in the presence of irregular waves with an arbitrary angle to currents.Ocean Eng,23: 225-242.

[93]You, Z.J(1995). Increase of current bottom shear due to waves.Coastal Eng,26: 291-295.

[94]You, Z.J.(1995). A simple model for current profiles in combined wave-current flows: a reply. Coastal Eng,26: 99-104.

[95]You, Z.J(1995). Bottom friction effects in the combined flow field of random waves and currents.Coastal Eng,24: 357-359.

[96]You, Z.Jand Nielsen, P (1996). Movable bed roughness in the flow of irregular waves and currents over movable beds.25th International Conference on Coastal Engineering, ICCE, Orlando, pp.3495-3506.

[97]Nielsen, P andYou, Z.J(1996). Eulerian mean velocities under non breaking waves. 25th Intl Conference on Coastal Engineering, ICCE, Orlando, pp.4066-4078.

[98]You, Z.J(1995). Modeling of bottom shear stresses and current profiles in the coastal zone.Australian Physical Oceanography and Australian Meteorological & Oceanographic Society Conference, Lorne, p. 147.

[99]You, Z J. Nielsen P and Black K (1995). The effect of wave Reynolds shear stress on current profiles in combined wave-current flows.12th Australasian Coastal & Ocean Engineering Conference, IEAust, Melbourne, pp.235-239.

[100]You, Z.J(1995). Movable bed roughness and current profiles in the presence of irregular waves perpendicular to currents.12th Australasian Coastal & Ocean Engineering Conference, IEAust, Melbourne, pp.311 -315.

[101]You, Z.Jand Black, K (1995). Increase of current bottom shear stress due to waves. 12th Australasian Coastal & Ocean Engineering Conference, IEAust, Melbourne, pp. 323-326.

[102]You, Z.Jand B. Karakiewicz (1994). Current velocity profile and movable roughness in a combined wave-current flow.International Symposium on Waves- Physical and Numerical Modelling, IAHR, Vancouver, pp.1599-1606.

[103]You, Z.Jand B. Karakiewicz (1994). Wave friction factors and velocities in turbulent oscillatory boundary layers with relative large roughness.International Conference: Coastal Zone Canada’94, Halifax, pp. 210-215.

[104]Karakiewicz, B.,You, Z.J., Massel, S.R., Quach, T and Donelan, M (1994). Wind-wave generation and interaction with dam revetments in hydro-electrical reservoirs of complex geometry and bathymetry.International Symposium on Waves-Physical and Numerical Modelling, IAHR, Vancouver, pp.654-664.

[105]You, Z.J(1994). Eddy viscosities and velocities in combined wave-current flows. Ocean Eng,21: 81-97.

[106]You, Z.J(1994). A simple model for current velocity profiles in combined wave-current flows.Coastal Eng,23: 289-304.

[107]You, Z.J(1993). An evaluation of expressions for wave energy dissipation due to bottom friction in the presence of currents.Coastal Eng,19: 327-328.

[108]You, Z.Jand P. Nielsen (1993). Current velocity profiles in the presence of waves. 11th Australasian Conference on Coastal and Ocean Engineering, IEAust, Townsville, pp.253-257.

[109]You, Z.J, Nielsen, P and Wilkinson, D.L (1992). Velocity distribution in turbulent oscillatory boundary layer.Coastal Eng,18: 21-38.

[110]You, Z.J(1992). Oscillatory boundary layers without and with currents. Ph.D thesis, Dept of Water Engineering, University of New South Wales.

[111]You, Z.J(1991), Nielsen, P and Wilkinson, D.L (1991). Velocity distributions of waves and currents in combined flows.Coastal Eng,15: 525-543.

[112]You, Z.J, Wilkinson, D.L and Nielsen, P (1991). Near bed net drift under waves. 10th Australasian Conference on Coastal and Ocean Engineering, Auckland, pp.183-186.

[113]Nielsen, P. Sena, R.N andYou, Z.J(1990). The roughness height under waves.Journal of Hydraulic Research,28: 645-647.

科技报告(1994-1998)

[114]You, Z. J and Hatton, D (1998). Werribee mixing zone compliance and monitoring: A numerical study. Marine and Freshwater Resources Institute.

[115]You, Z.J, Hatton, D and Turnbull, J (1998). Sediment Resuspension Dynamics in Moreton Bay. Phase-2 Study. Marine and Freshwater Resources Institute.

[116]You, Z.J and Greilach, P (1998). Assessment of beach refilling and construction of a new jetty in Lake Colac. Marine and Freshwater Resources Institute.

[117]Turnbull, J, Hatton, D andYou, Z.J(1998). Outfall study at Boags Rocks, Victoria: Summary of oceanographic data collection. Marine & Freshwater Resources Institute.

[118]You, Z.J, Hatton, D, Turnbull, J and Greilach, P (1997). Resuspension Dynamics in Moreton Bay. Phase-1 Study. Marine and Freshwater Resources Institute.

[119]You, Z.J and Greilach, P (1996). Assessment of groyne and rock revetment works at San Remo. Marine and Freshwater Resources Institute.

[120]Greilach, P, Hatton, D, Turnbull, J,You, Z.Jand Ball, D (1996). Review of data collected by the Marine Models Laboratory, Port of Melbourne Authority. Marine and Freshwater Resources Institute.

[121]You, Z.J, Greilach, P, Turnbull, J and Hatton, D (1996). Field measurements of nearbed suspended sediment concentrations and velocities at Pakiri, New Zealand. Marine and Freshwater Resources Institute.

[122]You, Z.J, Greilach, P, Hatton, D, Turnbull, J and Black, K (1996). Field measurements of sediment concentrations in Port Phillip Bay. Port Phillip Bay Environmental Study, CSIRO, Technical Report No.28.

[123]Greilach, P,You, Z.J, Black, K, and Gorman, R (1996). Sediment Characteristics in Port Phillip Bay. Port Phillip Bay Environmental Study, CSIRO, Technical Report No.23.

[124]You, Z. J, Greilach, P and Irvine, I (1995). Assessment on Channel Improvement Program Environment Effects Statement. Victorian Institute of Marine Sciences.

[125]Greilach, P, Edgar, G, Jenkins, G, O’Callaghan, P andYou, Z.J(1995). An assessment of actual environmental effects of a submarine optical fibre cable crossing Bass Strait between Boat Harbour and Sandy Point. Victorian Institute of Marine Sciences.

[126]Greilach, P, Edgar, G, Hatton, D., Jenkins, G, O’Callaghan, P, Weaver, F,Wheatley, M, andYou, Z.J(1995). An assessment of potential environmental effects of a submarine optical fibre cable crossing of Bass Strait between Inverloch and Stanley. Victorian Institute of Marine Sciences.

[127]Greilach, P,You Z. J, Black K, and Gorman, R (1995). Port Phillip Bay environmental study-Task 7: Sediment Sampling. Victorian Institute of Marine Sciences, Vol.1-3.

[128]You, Z. J and W, Lange (1995). Assessment of existing knowledge on cohesive sediment transport in Port Phillip Bay. Victorian Institute of Marine Sciences.

[129]Black, K, Hatton, D, Turnbull, J andYou, Z.J(1994). Turbidity and light level monitoring in sea grass beds at Avalon and Clifton Spring. Technical Report No.12, Victorian Institute of Marine Sciences.