2015/4 – 至今， 河海大学，港口海岸与近海工程学院，副教授

2015/7 – 2016/7，英国纽卡斯尔大学地球科学学院，访问学者

2011/1 – 2015/3，河海大学，港口海岸与近海工程学院，讲师

2011/6 – 2013/6，河海大学，水利工程，博士后

2005/9 - 2011/4，大连理工大学，港口海岸及近海工程，博士

2001/9 - 2005/6，河海大学，海洋技术，学士

1、 国家重点研发计划专题“港湾低频振荡精细化预测研究”，所属课题“港湾低频振荡精细化预测与港口安全评估技术”，所属项目“海洋工程动力环境精细化预报与安全保障及评估技术研究”，2017.7-2020.12，60万，专题负责人。

2、 国家自然科学基金面上项目“基于海底山脊俘获效应的越洋海啸传播演化机制研究”（51579090），2016.01 ~ 2019.12，63万，主持。

3、 国家自然科学基金国际(地区)合作与交流项目“气象海啸激发港湾共振的数值和物理模型研究”（51411130125），2014.04 ~ 2016.03，10万，主持。

4、国家自然科学基金青年项目“平面形状与水深变化对港湾共振的影响机理”（51209081），2013.01 ~ 2015.12，25万，主持。

5、中国博士后科学基金资助项目“地形变化对港湾内水波共振的影响机理研究”(2012M511671)，2012.1～2013.12，5万，主持。

6、江苏省博士后科研资助计划项目“港内地形为指数形式的港湾共振研究”(1102071C) 2012.1～2013.12，2万，主持。

7、大连理工大学海岸和近海工程国家重点实验室开放基金“海底山脊对远洋海啸传播的影响”（LP1405），2014.4-2016.4，5万，主持。

8、开发项目“全国重点地区洪水风险图编制通用软件开发洪水分析软件（一维模型）升级改造”（20148071426），2014年，20万，主持。

9、咨询项目“池塘、底播养殖受灾破坏机理分析与风险预警技术服务产品研发与应用”（20178079016），2017.6-2018.6，70万，主持。

10、开发项目“河口海岸地区城镇洪涝模拟关键技术研究与应用”（20178072916），2017.6-2018.6，19万，主持。

[1] G. Wang, Z.E.o. Giresse Stanis, D. Fu, J. Zheng, J. Gao, An analytical investigation of oscillations within a circular harbor over a Conical Island, Ocean Engineering, 195 (2020) 106711.

[2] 于洪荃, 王岗, 罗朦, 周文, 郑金海, 指数形海脊上俘获波的试验研究, in: 窦希萍, 左其华 (Eds.) 第十九届中国海洋（岸）工程学术讨论会, 海洋出版社, 重庆, 2019, pp. 310-313.

[3] 许洋, 王岗, 周文, 罗朦, 郑金海, 台阶形海脊俘获波的解析研究, in: 窦希萍, 左其华 (Eds.) 第十九届中国海洋（岸）工程学术讨论会, 海洋出版社, 重庆, 2019, pp. 320-325.

[4] 万鹏, 王岗, 于洪荃, 张尧, 陶金波, 基于射线理论的海脊俘获波机制, 海洋学报, 41 (2019) 35-39.

[5] 胡乔辉, 王培涛, 王岗, 南海海啸在泰国湾海域的共振响应, 海洋工程, 37 (2019) 76-87.

[6] Y. Xiong, S. Mahaffey, Q. Liang, M. Rouainia, G. Wang, A new 1D coupled hydrodynamic discrete element model for floating debris in violent shallow flows, Journal of Hydraulic Research, (2019) 1-12.

[7] Y. Xiong, Q. Liang, H. Park, D. Cox, G. Wang, A deterministic approach for assessing tsunami-induced building damage through quantification of hydrodynamic forces, Coastal Engineering, 144 (2019) 1-14.

[8] Y. Xing, Q. Liang, G. Wang, X. Ming, X. Xia, City-scale hydrodynamic modelling of urban flash floods: the issues of scale and resolution, Nat Hazards, 96 (2019) 473-496.

[9] G. Wang, H. Yu, J. Zheng, Q. Liang, The Ray Paths of Trapped Waves Over The Submerged Ridge, in: N.T. Viet, D. Xiping, T.T. Tung (Eds.) Proceedings of the 10th International Conference on Asian and Pacific Coasts, Springer Singapore, Hanoi, Vietnam, 2019, pp. 169-173.

[10] G. Wang, Q. Liang, J. Zheng, P. Wan, A New Multilayer Nonhydrostatic Formulation for Surface Water Waves, Journal of Coastal Research, 35 (2019) 693-710.

[11] Y. Cui, Q. Liang, G. Wang, J. Zhao, J. Hu, Y. Wang, X. Xia, Simulation of Hydraulic Structures in 2D High-Resolution Urban Flood Modeling, Water, 11 (2019) 2139.

[12] 王岗, 胡见, 王培涛, 张振伟, 双曲余弦海脊上海啸俘获波的解析与数值研究, 海洋学报, 40 (2018) 15-23.

[13] G. Wang, J. Zheng, Q. Liang, Accuracy of depth-integrated nonhydrostatic wave models, Ocean Engineering, 149 (2018) 217-225.

[14] G. Wang, D. Fu, J. Zheng, Q. Liang, Y. Zhang, Analytic study on long wave transformation over a seamount with a pit, Ocean Engineering, 154 (2018) 167-176.

[15] 王岗, 高俊亮, 王培涛, 郑金海, 董国海, 港湾共振研究综述, 海洋学报, 39 (2017) 1-13.

[16] 时健, 郑金海, 严以新, 童朝锋, 王岗, 河口海岸水动力非静压数学模型研究述评, 河海大学学报(自然科学版), 45 (2017) 167-174.

[17] 胡见, 王岗, 双曲余弦型海脊俘获波特性及其传播演化规律, in:  第十八届中国海洋（岸）工程学术讨论会, 浙江舟山, 2017, pp. 155-160.

[18] 陈俊鸿, 刘小龙, 王岗, 彭思韦, 张庆梓, 陈炼钢, 基于一、二维耦合水动力模型的赣西联圩溃堤洪水风险分析, 中国农村水利水电, (2017) 43-47.

[19] J. Zheng, D. Fu, G. Wang, Trapping mechanism for long waves over circular islands with power function profiles, Journal of Ocean University of China, 16 (2017) 655-660.

[20] M. Xiong, G. Wang, J. Zheng, J. Gao, N.V. Thanh, Analytic Arrival-Time Prediction Method for the Largest Wave of Tsunami Trapped by Parabolic Oceanic Ridges, Journal of Earthquake and Tsunami, 11 (2017) 1740004.

[21] G. Wang, Z.-b. Sun, J.-l. Gao, X.-z. Ma, Numerical study of edge waves using extended Boussinesq equations, Water Science and Engineering, 10 (2017) 295-302.

[22] G. Wang, J. Hu, J.H. Zheng, Q.H. Liang, Trapped Waves Over the Hyperbolic-Cosine Ocean Ridge, in:  Asian and Pacific Coasts 2017, World Scientific, Pasay, Philippines, 2017, pp. 44-54.

[23] Q. Liang, Y. Xing, X. Ming, X. Xia, H. Chen, X. Tong, G. Wang, An Open-Source Modelling and Data System for Near Real-Time Flood Forecasting, in:  the 37th IAHR World Congress, Kuala Lumpur, Malaysia, 2017, pp. 1-10.

[24] J.-m. Hou, Q.-h. Liang, G. Wang, R. Hinkelmann, Preface for special section on flood modeling and resilience, Water Science and Engineering, 10 (2017) 265-266.

[25] 王培涛, 闪迪, 王岗, 于福江, 侯京明, 赵联大, 原野, 范婷, 任智源, 王宗辰, 日本东北Mw9.0地震海啸在港池及邻近区域诱发的涡流危险性计算与评估分析, 地球物理学报, 59 (2016) 4162-4177.

[26] 李雪艳, 程永舟, 王岗, 不同圆弧半径直立堤胸墙波浪力的试验与分析, 水运工程, (2016) 40-45.

[27] J.-h. Zheng, M.-j. Xiong, G. Wang, Trapping mechanism of submerged ridge on trans-oceanic tsunami propagation, China Ocean Engineering, 30 (2016) 271-282.

[28] Y. Xiong, Q. Liang, R. Amouzgar, D.T. Cox, N. Mori, G. Wang, J. Zheng, High-Performance Simulation of Tsunami Inundation and Impact on Building Structures, in:  The 26th International Ocean and Polar Engineering Conference, International Society of Offshore and Polar Engineers, Rhodes, Greece 2016.

[29] J. Qiang, Q. Liang, G. Wang, J. Zheng, Testing a Shock-Capturing Hydrodynamic Model for Storm Surge Simulation, in:  The 26th International Ocean and Polar Engineering Conference, International Society of Offshore and Polar Engineers, Rhodes, Greece 2016.

[30] Q. Liang, K.-c. Chen, J. Hou, Y. Xiong, G. Wang, J. Qiang, Hydrodynamic modelling of flow impact on structures under extreme flow conditions, Journal of Hydrodynamics, Ser. B, 28 (2016) 267-274.

[31] J. Gao, X. Ma, G. Dong, G. Wang, Y. Ma, Numerical study of transient harbor resonance induced by solitary waves, Proceedings of the Institution of Mechanical Engineers Part M-Journal of Engineering for the Maritime Environment, 230 (2016) 163-176.

[32] K. Chen, Q. Liang, Y. Xiong, J. Qiang, G. Wang, J. Zheng, Laboratory and Numerical Investigation of Extreme Flow Impact on Simplified Sea-Crossing Bridge Structures, in:  The 26th International Ocean and Polar Engineering Conference, International Society of Offshore and Polar Engineers, Rhodes, Greece 2016.

[33] 张弛, 吴善翔, 王岗, 郑金海, 正六边形及其扩展形状港湾内的水波共振, 计算力学学报, (2015) 372-377.

[34] 杨越, 王岗, 刘晨, 随机波下大圆筒防波堤整体防浪掩护试验研究, 水运工程, 6 (2015) 65-69.

[35] 熊梦婕, 王岗, 郑金海, 抛物型海脊上俘获波理论及其应用 in:  第十七届中国海洋（岸）工程学术讨论会, 海洋出版社, 中国 南宁, 2015, pp. 544-551.

[36] 吴善翔, 王岗, 郑金海, 张弛, 傅丹娟, 美国Nantucket岛长周期水波共振特征研究 in:  第十七届中国海洋（岸）工程学术讨论会, 海洋出版社, 中国 南宁, 2015, pp. 754-762.

[37] 王岗, 郑金海, 非静压模波浪模型新理论, in:  第十七届中国海洋（岸）工程学术讨论会, 海洋出版社, 中国 南宁, 2015, pp. 763-772.

[38] 李雪艳, 付聪, 范庆来, 王岗, 斜坡堤典型胸墙波浪力的影响因素, 海洋科学, (2015) 118-129.

[39] 傅丹娟, 王岗, 郑金海, 吴善翔, 水深为指数型圆岛周围波浪的俘获机制  in:  第十七届中国海洋（岸）工程学术讨论会, 海洋出版社, 中国 南宁, 2015, pp. 507-513.

[40] W. Zhang, W.-g. Wang, J.-h. Zheng, H.-g. Wang, G. Wang, J.-s. Zhang, Reconstruction of stage–discharge relationships and analysis of hydraulic geometry variations: The case study of the Pearl River Delta, China, Global and Planetary Change, 125 (2015) 60-70.

[41] G. Wang, J.-h. Zheng, Q.-h. Liang, W. Zhang, C. Huang, Theoretical analysis of harbor resonance in harbor with an exponential bottom profile, China Ocean Engineering, 29 (2015) 821-834.

[42] L. Qiuhua, C. Kaicui, H. Jingming, X. Yan, W. Gang, Q. Juan, Hydrodynamic Simulation of Flow Impact on Structure under Extreme Flow Conditions, in:  Advances in Numerical Modelling of Hydrodynamics workshop, Sheffield, UK, 2015, pp. 10.

[43] J. Gao, X. Ma, G. Dong, G. Wang, Y. Ma, Improvements on the normal mode decomposition method used in harbor resonance, Proceedings of the Institution of Mechanical Engineers Part M-Journal of Engineering for the Maritime Environment, 229 (2015) 397-410.

[44] 郑金海, 董文凯, 徐龙辉, 王岗, 正五边形港湾内的水波共振, 河海大学学报( 自然科学版), 42 (2014) 262-266.

[45] 郑金海, 董文凯, 徐龙辉, 王岗, 矩形及其扩展形状港湾内的水波共振, 计算力学学报, 31 (2014) 254~258.

[46] 王岗, 郑金海, 徐龙辉, 董文凯, 椭圆形港湾内水波共振的解析解, 工程力学 31 (2014) 252-256.

[47] J.-H. Zheng, G. Wang, G.-H. Dong, X.-Z. Ma, Y.-X. Ma, Numerical study on Fermi–Pasta–Ulam–Tsingou problem for 1D shallow-water waves, Wave Motion, 51 (2014) 157-167.

[48] M.-J. Xiong, J.-H. Zheng, G. Wang, Analytic solutions for tsunami waves trapped by parabolic-profile submerged ridge, in:  The Eleventh ISOPE Pacific/Asia Offshore Mechanics Symposium, International Society of Offshore and Polar Engineers, Shanghai, China, 2014, pp. 325-329.

[49] G. Wang, J.-H. Zheng, Q.-H. Liang, Y.-N. Zheng, Analytical solutions for oscillations in a harbor with a hyperbolic-cosine squared bottom, Ocean Engineering, 83 (2014) 16-23.

[50] J.-L. Gao, X.-Z. Ma, G.-H. Dong, G. Wang, Y.-X. Ma, Improvements on the normal mode decomposition method used in harbour resonance, Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment, (2014).

[51] 郑金海, 徐龙辉, 王岗, 斜坡底床港湾内横向与纵向波浪共振的解析解, 工程力学, 30 (2013) 293-297.

[52] 王岗, 郑金海, 董国海, 马小舟, 马玉祥, 一维水波共振的Fermi-Pasta-Ulam-Tsingou问题, in:  第十六届中国海洋（岸）工程学术讨论会论文集, 中国大连, 2013, pp. 794-804.

[53] 孙忠顺, 马小舟, 王岗, N型波浪激发港口振荡的数值研究, 中国水运, (2013) 63-66.

[54] 马小舟, 刘嫔, 王岗, 董国海, 孤立波作用下细长港响应的数值研究, 计算力学学报, 30 (2013) 101-105.

[55] 高俊亮, 马小舟, 王岗, 董国海, 波群诱发的非线性港湾振荡中低频波浪的数值研究, 工程力学, 30 (2013) 50-57.

[56] G. Wang, J.-H. Zheng, J.P.-Y. Maa, J.-S. Zhang, A.-F. Tao, Numerical experiments on transverse oscillations induced by normal-incident waves in a rectangular harbor of constant slope, Ocean Engineering, 57 (2013) 1-10.

[57] G. Wang, V. Nguyena, J.-H. Zheng, G.-H. Dong, X.-Z. Ma, Y.-X. Ma, Disintegration of linear edge waves, China Ocean Engineering, 27 (2013) 557-562.

[58] G.-H. Dong, J.-L. Gao, X.-Z. Ma, G. Wang, Y.-X. Ma, Numerical study of low-frequency waves during harbor resonance, Ocean Engineering, 68 (2013) 38-46.

[59] 王岗, 许建武, 郑金海, 利用数值耗散层改进Boussinesq模型的无反射边界条件, 工程力学, 29 (2012) 239-243.

[60] J. Zheng, G. Wang, C. Zhang, Y. Liu, Numerical Wave Flumes Based on Smoothed Particle Hydrodynamics, in: J. Zheng (Ed.) Hydrodynamics - Theory and Model, InTech, Rijeka, Croatia, 2012, pp. 233-254.

[61] G. Wang, J. Zheng, T. Wang, Cross-waves in a channel with trapezoidal depth, in:  4th International Conference on Estuaries and Coasts, Hanoi, Vietnam, 2012, pp. 32-37.

[62] G. Wang, J. Zheng, Subharmonic Generation of Transverse Oscillations Induced by Incident Regular Waves, in:  The 33rd International Conference on Coastal Engineering, Santander, Spain, 2012, pp. 10.

[63] Y. Ma, G. Dong, M. Perlin, X. Ma, G. Wang, Experimental investigation on the evolution of the modulation instability with dissipation, Journal of Fluid Mechanics, 711 (2012) 101-121.

[64] 王岗, 郑金海, 梯形底床波浪水槽内横波的解析表达, 第十五届中国海洋（岸）工程学术讨论会论文集, 中 (2011) 643-646.

[65] G. Wang, G.-H. Dong, M. Perlin, X.-Z. Ma, Y.-X. Ma, Numerical investigation of oscillations within a harbor of constant slope induced by seafloor movements, Ocean Engineering, 38 (2011) 2151-2161.

[66] G. Wang, G.-H. Dong, M. Perlin, X.-Z. Ma, Y.-X. Ma, An analytic investigation of oscillations within a harbor of constant slope, Ocean Engineering, 38 (2011) 479-486.

[67] 王岗, 马小舟, 马玉祥, 董国海, 短波对港池长周期振荡的影响, 工程力学, 27 (2010) 240-245.

[68] G. Wang, X.Z. Ma, G.H. Dong, Analytic Study of Transverse Oscillations within a Harbor of Constant Slope, in: W. Yuanzhan (Ed.) Chinese-German Joint Symposium on Hydraulic and Ocean Engineering, Tianjin University Press, Tianjin, 2010, pp. 299-305.

[69] Y. Ma, G. Dong, M. Perlin, X. Ma, G. Wang, J. Xu, Laboratory observations of wave evolution, modulation and blocking due to spatially varying opposing currents, Journal of Fluid Mechanics, 661 (2010) 108–129.

[70] G.-H. Dong, G. Wang, X.-Z. Ma, Y.-X. Ma, Harbor resonance induced by subaerial landslide-generated impact waves, Ocean Engineering, 37 (2010) 927-934.

[71] G.-H. Dong, G. Wang, X.-Z. Ma, Y.-X. Ma, Numerical study of transient nonlinear harbor resonance, Science China-Technological Sciences, 53 (2010) 558-565.

[72] 王岗, 董国海, 滑坡海啸引起港池振荡的实验研究, 第十四届中国海洋（岸）工程学术讨论会, 上册 (2009) 692-695.

[73] G. Dong, X. Ma, J. Xu, Y. Ma, G. Wang, Experimental study of the transformation of bound long waves over a mild slope with ambient currents, Coastal Engineering, 56 (2009) 1035-1042.

[74] G. Dong, X. Ma, M. Perlin, Y. Ma, B. Yu, G. Wang, Experimental study of long wave generation on sloping bottoms, Coastal Engineering, 56 (2009) 82-89.