surface drift net surface什么意思思

鲁东大学研究生导师简介-尤再进
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基本资料 姓名: 尤再进 出生日期:  性别: 男 籍贯: 江苏省-泰州市 学历: 博士后 学位: 博士 职称: 海外特聘教授  职务: 中心主任 
研究领域: 近海工程、物理海洋、海岸灾害、概率统计 
电话: ** E-Mail: b.you@ 通信地址: 鲁东大学土木工程学院,芝罘区红旗中路186号 264025 招生专业方向 类别学院专业 专业学位硕士生导师 014土木工程学院085213建筑与土木工程  
学习及工作经历:教育程度:1993-94 博士后, 魁北克大学,物理海洋研究所, 加拿大(Canada)
研究领域:波浪水流相互作用、近岸海底沙丘形成、浅水风波、边界层
合作教授:Prof Barbara Karakiewicz1988-92 博士,新南威尔士大学(UNSW),土木系,澳大利亚(Australia)
研究领域:波浪水流相互作用、波浪边界层、非线性波、波浪产生的净流
指导导师:Prof P Nielsen,国际认可的近海岸动力、泥沙输运研究大师
论文题目:稳流作用下的波浪边界层1986-88 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
学习内容:研究生基础课学习、北京语言学院英语培训、出国培训1982-86 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、学科带头人,土木工程学院,鲁东大学
高级研究员,新南威尔士州环境部,海岸工程,澳大利亚
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
博士后, 魁北克大学,物理海洋研究所,加拿大(Canada)
高级助理研究员,新南威尔士大学,船舶工程,澳大利亚
助理研究员,新南威尔士大学,水力学试验所,澳大利亚
技术员,新南威尔士洲基础建筑部,海河口动力,澳大利亚  
近年来承担的教学及科研项目:承担科研项目:近五年科研经费()尤再进(¥200百万,2014)。高层次人才引进科研启动基金,鲁东大学。You, Z J and Hanslow, D (¥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.Hanslow, D and You, Z J (¥185万/$318,352; 2012-13). Coastal erosion risk assessment: Best Practice and Tools and Data. NDRP Research Grant.You, Z J (¥212万/$366,000; 2010-13). Tidal limits and flooding tailwater levels at NSW coastal entrances (Stages-I and -II), NDRP Research Grant.You, Z J and Gibbs, J (¥110万/$189,000; 2012-13). Mapping NSW coastal hazards and indexing related risks. NDRP Research Grant (Stages-II). NDRP Research Grant.You, Z J (¥110万/$190,000; 2010-11). Mapping NSW coastal hazards and indexing related risks. NDRP Research Grant (Stages-I). NDRP Research Grant.OEH, UQ and DHI (¥153万/$263,000; ). Development of an adaptive statistical model for oceanic flooding hazards along the East Australian Coast. ARC Linkage Research Grant.You, Z J (¥111万/$191,000; 2008-10). Coastal extreme storms and elevated water levels. NDMP Research Grant.   近年来获得奖励情况和荣誉称号:获得奖励情况和荣誉称号2014-
鲁东大学海外高层次引进人才、海外特聘教授2005-07 国家杰出青年基金获得者(B类:海外)
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2004-07 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
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2003-04 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2003-13 特殊津贴—享受新南威尔士洲政府津贴(显著科研成绩),澳大利亚专家级技术咨询:
提供地方和州政府技术咨询:海岸治理、风暴潮、极大波高设计、海岸泥沙输运、海平面上涨、海岸防灾和减灾、海岸规划和管理、海滩治理和恢复  
学校及社会兼职:学校及社会兼职
2004-至今
客座研究员,中科院海洋所,青岛
河海大学特聘教授、博士生导师(港口、海岸及近海工程)2012-至今
期刊编辑:Journal of Shipping and Ocean Engineering, USA2013–至今
期刊编辑:China Ocean Engineering, Springer1994-至今
期刊审稿:10多种国际期刊  
主讲课程:主讲课程:波浪理论,海岸动力学  
近年来取得的代表性成果:主要论文:代表性论文:[1]
You, Z.J (1991), Nielsen, P and Wilkinson, D.L (1991). Velocity distributions of waves and currents in combined flows. Coastal Engineering, 15: 525-543 (SCI). [2]
You, Z.J, Nielsen, P and Wilkinson, D.L (1992). Velocity distribution in turbulent oscillatory boundary layer. Coastal Engineering, 18: 21-38 (SCI).[3]
You, Z.J (1994). A simple model for current velocity profiles in combined wave-current flows. Coastal Engineering, 23: 289-304 (SCI).[4]
You, Z.J (1995). Increase of current bottom shear due to waves. Coastal Engineering 26: 291-295 (SCI).[5]
Nielsen, P and You, Z.J (1996). Eulerian mean velocities under non breaking waves.
25th International Conference on Coastal Engineering, pp. (EI).[6]
You, Z.J (1998). Initial motion of sediment in oscillatory flow. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 124: 68-72 (SCI).[7]
You, Z. J (2000).
A simple model of sediment initiation under waves.
Coastal Engineering, 41: 399-412 (SCI).[8]
You, Z.J (2004). The effect of suspended sediment concentration on the settling velocity of cohesive sediment in quiescent water. Ocean Engineering, 31: (SCI).[9]
You, Z.J (2005).
A field study of fine sediment resuspension dynamics in a large semi-enclosed bay.
Ocean Engineering, 32:
(SCI).[10]
You, Z.J (2005). Estimation of bed roughness from mean velocities measured at two levels near the seabed.
Continental Shelf Research, 25:
(SCI). [11]
You, Z.J (2006). Estimation of bed roughness in a tidal channel with an extended long-fit method.
Continental Shelf Research, 26: 283-294 (SCI).[12]
You, Z.J and Yin, B.S (2006). A unified criterion for initiation of sediment motion and inception of sheet flow under waves. Sedimentology, 53:
(SCI).[13]
You, Z.J and Yin, B.S (2006). Estimation of extreme coastal waves from time series of wave data.
China Ocean Engineering, 20: 225-241 [SCI].[14]
You, Z.J and Yin, B.S (2007). Direct measurement of bed shear stress under waves. Journal of Coastal Research, 50:
[SCI].[15]
You, Z.J and Lord, D (2008). Influence of the El Nino Southern Oscillation on the NSW coastal storm severity.
Journal of Coastal Research, 24: 203-207 [SCI].[16]
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 [EI].[17]
You, Z J (2009). Statistical distribution of nearbed wave orbital velocity in intermediate coastal water depth. Coastal Engineering, 56: 844-852 (SCI).[18]
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 [EI][19]
You, Z.J, Lord, D and Watson, P (2013), Estimation of relative mean sea level rise from Fort Denison tide gauge data. Australian Journal of Civil Engineering (accepted) [EI].[20]
You, Z. J and 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, DOI 10.-007-.
Springer Publisher (Book).论著、论文目录:1 论著章节[1]
You, Z. J and 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, DOI 10.-007-.
Springer Publisher. [2]
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.2 期刊及国际会议论文:[3]
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 Coastal Engineering Conference, ASCE June 15-20 (accepted)[4]
Yin, B S and YOU, Z J (2014). Identification and Minimisation of the Uncertainty in Estimation of Coastal Extreme Waves. International Coastal Engineering Conference, ASCE June 15-20 (accepted).[5]
You, Z.J, Lord, D and Watson, P (2013), Estimation of relative mean sea level rise from Fort Denison tide gauge data. Australian Journal of Civil Engineering (accepted) [EI].[6]
You, Z J and Callaghan, D (2013). Modeling significant wave height distribution with quantile functions for estimation of extreme waves: Discussion. Ocean Engineering, 70: 208-210 (SCI).[7]
You, Z J (2013). Critical depths derived from different modes of sediment transport. The 2013 Australasian Coasts and Ports Conference, September, Sydney .[8]
Moura, T., Olfateh, M, Callaghan, D, Nielsen, P, You, Z J and Baldock, T (2013). Tidal amplitude and wave setup in trained and untrained river entrances. The 2013 Australasian Coasts and Ports Conference, September, Sydney.[9]
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.[10]
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.[11]
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[12]
You, Z. J (2012). Estimation of extreme water levels at NSW coastal entrances. The 52nd Floodplain Management Association Conference, 22-24 Feb, Eurobodalla.[13]
Goodwin, I, D., Browning, S., Shand, T., Mole, M and You, 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.[14]
You, Z. J (2011). A multi-distribution approach to POT methods for determining extreme wave heights: Discussion. Coastal Engineering, 61: 49-52 [SCI][15]
You, Z. J (2011). Extrapolation of historical coastal storm wave data with best-fit distribution function. Australian Journal of Civil Engineering, 9: 73-82 [EI][16]
Coghlan, I, Mole, M, Shand, T., Carley, J., Peirson, W., Miller, B., Kulmar, M, Couriel, E., Bodra, B and You, Z. J (2011). High resolution wave modeling (HI-WAM) for Bateman Bay detailed wave study. The 2011 Australasian Coasts and Ports Conference, September, Perth.[17]
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.[18]
Shand, T.D, Carley, J.T, You, Z.J and Cox, R J (2011). Long-term trends in NSW coastal wave climate and derivation of extreme design storms. The 20th NSW Coastal Conference, 8-11 Nov, Tweed Heads. [19]
You, Z J (2010). A unified method for calculation of wave spectrum and wave height distribution. AMSA Conference, Wollongong.[20]
You, Z J (2009). Statistical distribution of nearbed wave orbital velocity in intermediate coastal water depth. Coastal Engineering, 56: 844-852 [SCI].[21]
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 [EI].[22]
You, Z. J (2009). Statistical distribution of wave orbital velocity in finite water depth. Advances in Water Resources and Hydraulic Engineering, 4: .[23]
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: .[24]
You, Z. J (2008). Modified Newton-Raphson Solution for Dispersion Equation of Transition Water Waves: Comments. Journal of Coastal Research, 24: [SCI].[25]
You, Z.J and Lord, D (2008). Influence of the El Nino Southern Oscillation on the NSW coastal storm severity.
Journal of Coastal Research, 24: 203-207 [SCI][26]
You, Z.J and Yin, B.S (2007). Direct measurement of bed shear stress under waves. Special Issue, Journal of Coastal Research, 50:
[SCI].[27]
You, Z.J (2007). Extrapolation of extreme wave height with a proper probability distribution function. Australasian Coasts and Ports Conference, 17-20 July, Melbourne.[28]
Guang, H., Wang, Y.G, Yin, B.S and You, Z.J [Corresponding author] (2007). The study of the bed shear stress under irregular waves. The 17th international Offshore and Polar Engineering Conference, July 1-6, 2007, Lisbon, Portugal [EI].[29]
Cao B., Wang, Y.G and You, 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.[30]
Guang, H., Wang, Y.G, Yin, B.S and You, 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 [SCI].[31]
Cao B., Wang, Y.G and You, Z.J [Corresponding author] (2006). Comparison of three design wave height calculations. China Ocean Engineering, 24: 6-11.[32]
You, Z.J and Yin, B.S (2006). Estimation of extreme coastal waves from time series of wave data.
China Ocean Engineering, 20: 225-241 [SCI].[33]
You, Z.J and Yin, B.S (2006). A unified criterion for initiation of sediment motion and inception of sheet flow under waves. Sedimentology, 53:
[SCI]. [34]
You, Z.J (2006). Estimation of bed roughness in a tidal channel with an extended long-fit method.
Continental Shelf Research, 26: 283-294 (SCI).[35]
You, Z.J (2005).
Discussion of “Initiation of movement of quartz particles”.
Journal of Hydraulics Engineering, ASCE (SCI). [36]
You, Z.J (2005). Estimation of bed roughness from mean velocities measured at two levels near the seabed.
Continental Shelf Research, 25:
(SCI).[37]
You, Z.J (2005). Discussion of “Effects of bed perturbation and wave asymmetry on ripple initiation”.
Coastal Engineering.
52: 303-307 (SCI).[38]
You, Z.J (2005).
A field study of fine sediment resuspension dynamics in a large semi-enclosed bay.
Ocean Engineering, 32:
(SCI). [39]
You, Z.J (2004). The effect of suspended sediment concentration on the settling velocity of cohesive sediment in quiescent water. Ocean Engineering, 31: (SCI).[40]
You, Z.J and Yin, Y.B (2003).
Discussion of “A simple method of predicting the threshold of particle transport under oscillatory waves”.
Sedimentary Geology, 163: 323-325 (SCI).[41]
You, Z.J and Yin, Y.B (2003).
Discussion of “Apparent roughness in wave-current flow: Implication for coastal studies”.
Journal of Hydraulics Engineering, ASCE, 140: 270-271 (SCI).[42]
You, Z.J (2003).
Discussion of “simple and explicit solution to the wave dispersion equation”.
Coastal Engineering, 48: 133-135 (SCI). [43]
Yin, B.Y and You, 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.[44]
You, Z.J and Jayewardene I. (2003).
The occurrence of extreme coastal storms along the NSW coast.
Australian National Environment Conference, Brisbane.[45]
You, Z. J and 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.[46]
You, Z. J and 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.[47]
Evans, P., Hanslow, D Coutts-Smith, A and You, Z. J (2000).
Nearshore-Inner Shelf sediment exchange on the NSW Central Coast.
27th International Conference on Coastal Engineering, ICCE, Sydney, pp. (EI).[48]
You, Z. J (2000).
A simple model of sediment initiation under waves.
Coastal Engineering, 41: 399-412 (SCI).[49]
Hanslow, D., Davis, G. and You, Z. J and Zastawny, J (2000).
Berm height at coastal lagoon entrances in NSW.
10th NSW Coastal Management Conference 2000, Yamba.[50]
You, Z.J (1998).
The inception of sheet flow in oscillatory flow. Ocean Eng, 26: 277-285 (SCI).[51]
You, Z.J (1998). Initial motion of sediment in oscillatory flow.
Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 124: 68-72 (SCI).[52]
You, Z. J and 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.[53]
You, Z.J (.1997). Initial motion of sediment under waves and currents.
13th Australasian Coastal and Ocean Engineering Conference, Christchurch, pp.173-178.[54]
You, Z.J and Nielsen, P (1997). Threshold of sediment motion in oscillatory flow.
13th Australasian Coastal and Ocean Engineering Conference, Christchurch, pp.167-172.[55]
You, Z.J (1997). Discussion of “On the vertical distribution of
Coastal Engineering, 30: 305-310 (SCI).[56]
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 (SCI).[57]
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 (SCI).[58]
You, Z.J (1996). The effect of wave-induced stress on current profiles. Ocean Eng, 23: 619-628 (SCI). [59]
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 (SCI). [60]
You, Z.J (1995). Increase of current bottom shear due to waves. Coastal Eng, 26: 291-295 (SCI).[61]
You, Z.J. (1995). A simple model for current profiles in combined wave-current flows: a reply.
Coastal Eng, 26: 99-104 (SCI).[62]
You, Z.J (1995). Bottom friction effects in the combined flow field of random waves and currents. Coastal Eng, 24: 357-359 (SCI).[63]
You, Z.J and 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. [EI].[64]
Nielsen, P and You, Z.J (1996). Eulerian mean velocities under non breaking waves.
25th Intl Conference on Coastal Engineering, ICCE, Orlando, pp. [EI].[65]
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.[66]
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.[67]
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.[68]
You, Z.J and Black, K (1995). Increase of current bottom shear stress due to waves.
12th Australasian Coastal & Ocean Engineering Conference, IEAust, Melbourne, pp. 323-326.[69]
You, Z.J and 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..[70]
You, Z.J and 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.[71]
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.[72]
You, Z.J (1994). Eddy viscosities and velocities in combined wave-current flows.
Ocean Eng, 21: 81-97 (SCI).[73]
You, Z.J (1994). A simple model for current velocity profiles in combined wave-current flows. Coastal Eng, 23: 289-304 (SCI).[74]
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 (SCI).[75]
You, Z.J and P. Nielsen (1993). Current velocity profiles in the presence of waves.
11th Australasian Conference on Coastal and Ocean Engineering, IEAust, Townsville, pp.253-257.[76]
You, Z.J, Nielsen, P and Wilkinson, D.L (1992). Velocity distribution in turbulent oscillatory boundary layer. Coastal Eng, 18: 21-38 (SCI).[77]
You, Z.J (1992). Oscillatory boundary layers without and with currents. Ph.D thesis, Dept of Water Engineering, University of New South Wales.[78]
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 (SCI). [79]
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.[80]
Nielsen, P. Sena, R.N and You, Z.J (1990). The roughness height under waves. Journal of Hydraulic Research, 28: 645-647 (SCI). 3 TECHNICAL REPORTS ()[1]
You, Z. J and Hatton, D (1998).
Werribee mixing zone compliance and monitoring:
A numerical study.
Marine and Freshwater Resources Institute.[2]
You, Z.J, Hatton, D and Turnbull, J (1998).
Sediment Resuspension Dynamics in Moreton Bay.
Phase-2 Study.
Marine and Freshwater Resources Institute.[3]
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.[4]
Turnbull, J, Hatton, D and You, Z.J (1998).
Outfall study at Boags Rocks, Victoria:
Summary of oceanographic data collection.
Marine & Freshwater Resources Institute.[5]
You, Z.J, Hatton, D, Turnbull, J and Greilach, P (1997). Resuspension Dynamics in Moreton Bay.
Phase-1 Study.
Marine and Freshwater Resources Institute.[6]
You, Z.J and Greilach, P (1996). Assessment of groyne and rock revetment works at San Remo.
Marine and Freshwater Resources Institute.[7]
Greilach, P, Hatton, D, Turnbull, J, You, Z.J and Ball, D (1996).
Review of data collected by the Marine Models Laboratory, Port of Melbourne Authority.
Marine and Freshwater Resources Institute.
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.[9]
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.[10]
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.[11]
You, Z. J, Greilach, P and Irvine, I (1995). Assessment on Channel Improvement Program Environment Effects Statement.
Victorian Institute of Marine Sciences.[12]
Greilach, P, Edgar, G, Jenkins, G, O’Callaghan, P and You, 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.[13]
Greilach, P, Edgar, G, Hatton, D., Jenkins, G, O’Callaghan, P, Weaver, F,Wheatley, M, and You, 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.[14]
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.[15]
You, Z. J and W, Lange (1995). Assessment of existing knowledge on cohesive sediment transport in Port Phillip Bay. Victorian Institute of Marine Sciences.[16]
Black, K, Hatton, D, Turnbull, J and You, 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.  
近年来指导研究生经历:所带学生一个博士,两个硕士。   
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