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渤海表层悬沙的时空分布特征及其动力成因 被引量:12
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作者 庞重光 李坤 于炜 《海洋科学进展》 CAS CSCD 北大核心 2014年第4期450-458,共9页
针对目前渤海整个海域悬浮泥沙分布全貌的研究不充分.根据2000-2004年渤海表层悬浮泥沙分布特征选取7个典型海区,通过利用长时间序列悬沙质量浓度和风场遥感反演资料,在分析悬沙质量浓度与局地风速、物质来源等关系的基础上,定量研究风... 针对目前渤海整个海域悬浮泥沙分布全貌的研究不充分.根据2000-2004年渤海表层悬浮泥沙分布特征选取7个典型海区,通过利用长时间序列悬沙质量浓度和风场遥感反演资料,在分析悬沙质量浓度与局地风速、物质来源等关系的基础上,定量研究风浪和潮流共同作用下、随季节显著变化的沉积物再悬浮过程,从而揭示整个渤海海域代表性海区悬沙质量浓度时空分布的动力成因.渤海不同海区表层悬沙质量浓度绝对值差别很大,多年平均最高质量浓度在20~450 mg/L变化,高质量浓度集中在近岸河口区及其邻近海域,如黄河口和辽河口地区,低质量浓度区位于渤海中部、渤海海峡以及秦皇岛外海(属于近岸海域却质量浓度常年偏低的特殊海区).渤海表层悬沙质量浓度具有明显的季节变化特征,风场的季节变化是主要影响因子,各代表性海区悬沙质量浓度与风速之间具有显著正相关关系.悬沙质量浓度与风速之间存在一定时间段的滞后相关.沉积物再悬浮的定量研究表明,除渤海海峡外,渤海其它典型海区表层悬沙质量浓度及其季节变化,均与各自海区风浪和潮流共同作用产生的最大底流速及其季节变化相对应.在渤海,底层沉积物再悬浮的季节变化是影响悬沙质量浓度季节变化最关键的动力过程. 展开更多
关键词 渤海 海洋水色 表层悬浮泥沙 季节变化 再悬浮机制
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Sediment Resuspension Mechanisms in Aquaculture Area, Sanggou Bay 被引量:1
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作者 Zengjie Jiang Guanghua Wang Jianguang Fang 《Journal of Environmental Science and Engineering(A)》 2012年第3期295-302,共8页
The sediment resuspension mechanisms in Sungo Bay, a large-scale aquaculture area in north China, were investigated by analysing data collected during several periods from 2005 to 2006. Nortek 6M ADV current meter and... The sediment resuspension mechanisms in Sungo Bay, a large-scale aquaculture area in north China, were investigated by analysing data collected during several periods from 2005 to 2006. Nortek 6M ADV current meter and YSI6600 were used to collect the field data on current speed, current direction and water turbidities 1 m above the bottom. Based on the collected field data, it could be found that wind-waves and currents were the main driving force for sediment resuspension. The correlation between suspended sediment concentration (SSC) and turbidity (NTU) is SSC = 15.908 x In (NTU) + 7.0888 (n = 33, R2 = 0.7209). Taking the key factor (angle 0) into account, the combination effect between wave and current were expressed. Results showed that the combined shear stress (row) of wave stress (re) and current stress (rw) could be calculated by row = rc + 2√ rcrw sin θ + rw sin^2 θ. The critical shear stress for sediment resuspension was about 0.059 N/m^2. The correlation between suspended sediment concentration and critical shear stress could be expressed by rcw = 238.06 SSC + 25.215 (n = 25, R^2 = 0.7298). 展开更多
关键词 Sediment resuspension wave-current interaction critical shear stress Sanggou Bay.
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