[1] 淦学甄,刘虎.黄骅港港口竞争力分析[J].物流工程与管理,2010, 32(07): 110-111.
GAN Xuezhen, LIU Hu. Harbor competitive poweranalysis to Huanghua port [J]. Logistics Engineering and Management, 2010, 32(07): 110-111.
[2] 张会强.神华黄骅港外航道整治工程分析研究[J].价值工程, 2012, 23: 81-83.
ZHANG Huiqiang. Analysis of Shenhua Huanghua harbor waterway regulation project [J]. Value Engineering, 2012, 23: 81-83.
[3] 曹祖德,孔令双.粉沙质海岸泥沙运动特性研究[J].海洋学报, 2011, 33(5): 152-162.
CAO Zude, KONG Lingshuang. Sediment problems of harbor on siltsandy beach [J]. Acta Oceanologica Sinica, 2011, 33(5): 152-162.
[4] 杨华.黄骅港外航道泥沙问题的治理及其效果[J].水道港口,2009, 30(04): 233-240.
YANG Hua. Regulation and effect on siltation in outer channel of Huanghua Harbor [J]. Journal of Waterway and Harbor, 2009, 30(04): 233-240.
[5] FENG X X, LI J B, HAO P Z. et al. Relation between sudden sedimentation and wind energy in outer channel of Huanghua Port and its application in Binzhou Port [J]. China Ocean Engineering, 2008, 22(1): 161-170.
[6] 匡翠萍,刘鹏晨,顾杰,等.黄骅港外航道整治工程对风暴潮流下泥沙输运的影响[J].泥沙研究,2014(01):39-46.
KUANG Cuiping, LIU Pengchen, GU Jie, et al.Influence of Huanghua port regulation project on sediment transport under currents induced by storm surge [J]. Journal of Sediment Research, 2014(01): 39-46.
[7] 高进.黄骅港外航道大风骤淤的机理及其整治[J].科技导报,2005(01): 29-31.
GAO Jin. Mechanism and control of abrupt aggradation after gales in the outerchannel of the Huanghua harbor [J]. Engineering and Technology, 2005(01): 29-31.
[8] KOCYIGIT M B, FALCONER R A. Modelling of windinduced currents in water basins [J]. Proceedings of the ICEWater Management, 2004, 157(4): 197-210.
.[9] YANG Y, STRAATMAN A G, HANGAN H, et al. An engineering model for countercurrent flow under windinduced waves and current [J]. Environmental Fluid Mechanics, 2008, 8(1): 19-29.
[10] GOOSSENS L H J, VAN PAGEE H J A, TESSEL P J. Vertical turbulent diffusion in airdriven water flows [J]. Journal of the Hydraulics Division, 1982, 108(9): 995-1009.
[11] 张弛,王义刚,郑金海.波生流垂向结构研究综述[J].水科学进展,2009, 20(5): 739-746.
ZHANG Chi, WANG Yigang, ZHENG Jinhai. Review of the vertical structure of waveinduced currents [J]. Advances in Water Science, 2009, 20(5):739-746.
[12] Deltares. Delft3DFLOW user manual [M]. Delft: Deltares, 2013.
[13] LESSER G R, ROELVINK J A, VAN KESTER J A T M, et al. Development and validation of a threedimensional morphological model [J]. Coastal Engineering, 2004, 51(89): 883-915.
[14] HU K L, CHEN Q, WANG H Q. A numerical study of vegetation impact on reducing storm surge by wetlands in a semienclosed estuary [J]. Coastal Engineering, 2015, 95: 66-76.
[15] 匡翠萍,刘鹏晨,姚凯华,等.渤海新区近岸海洋水动力环境数值模拟研究报告[R].上海: 同济大学, 2012.
KUANG Cuiping, LIU Pengchen, YAO Kaihua, et al. Research report on numerical simulation of nearshore marine hydrodynamic environment in new Bohai district [R]. Shanghai: Tongji University, 2012.
[16] KUANG C P, MAO X D, LIU P C, et al. Influence of wind force on a siltmuddy coast: Huanghua Harbor Coast, China[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2015, 141(6): 05015001.
[17] 侯志强.黄骅港外航道整治工程后沿堤流分析[J].水运工程,2008, 11: 121-127.
HOU Zhiqiang. Analysis of the current along breakwater after regulation of the breakwater in Huanghua port [J]. Port and Waterway Engineering, 2008, 11: 121-127. |