3D Modal Solution for Tidally Induced Lagrangian Residual Velocity with Variations in Eddy Viscosity and Bathymetry in a Narrow Model Bay

In this study, we examine the results obtained by the Finite-volume Coastal Ocean Circulation Model(FVCOM) regarding the effects of eddy viscosity and bathymetry on the three-dimensional(3 D) Lagrangian residual velocity(LRV) in a narrow bay. The results are cast in terms of two nondimensional numbers: the ratio of friction to local acceleration(δ) and the ratio of the minimum depth over shoals to the maximum depth in the channel(ε). The ratio δ depends on the eddy viscosity and mean depth. For a given eddy viscosity, when ε > 0.5, the along-estuary LRV tends to be vertically sheared and when ε < 0.5, the exchange is laterally sheared. When ε << 1, the structure of the 3 D, depth-integrated, and breadth-averaged LRV changes only slightly as δ increases. For ε values between 0.33 and 0.5, the structure of the 3 D LRV is mainly laterally sheared. In the same ε range, the 3 D and depth-integrated LRV exhibit reversed structures from high to low δ values. In addition, the breadth-averaged LRV weakens the typical twolayered circulation when δ decreases. When ε is 1, the two-layered vertical structure reverses direction, and a three-layered vertical structure develops in the outer bay as δ decreases.     

莱州湾湿地资源价值评估综合研究

文章分析了国内外资源价值评估现状及莱州湾湿地自然资源地理经济概况,构建了价值评估体系,运用价值评估方法对该湾湿地资源的直接和非直接使用价值进行评估计算,结果分别为449 640.5万元/a(其中,水产资源价值220 532万元/a,水资源价值73 887万元/a,原盐资源生产价值147 200万元/a,植物资源生产价值8 021.5万元/a)和85 972.6万元/a(其中,气候调节49 976万元/a,涵养水源27 515万元/a,湿地水质净化4 008万元/a,生物多样性维护4 473.6万元/a),发现水产资源、水资源、矿物资源、气候调节与涵养水源为莱州湾资源价值量较高的前5位。综上所述,本研究认为当地政府、企业及公众在发展经济的同时也应充分利用当地资源优势发展渔业与盐化工产业,以达资源可持续利用及生态保护之目的。     

基于PSR模型的胶州湾生态安全评价研究

科学有效地评价胶州湾生态安全程度,是胶州湾地区可持续发展的前提。文章基于PSR模型建立评价指标体系,利用AHP-熵权法确立指标权重,对2007—2016年胶州湾生态安全的发展状况进行了综合评价,并从压力、状态、响应3个方面对影响胶州湾生态安全的主要因素进行系统分析。研究结果表明:胶州湾生态安全指数整体呈波动上升态势,但在2010—2013年略有下降,并在2014年有大幅度的回升直至2016年。生态安全指数在0.4～0.6间波动,整体处于"一般"的生态安全状态。最后,文章提出通过坚持控制入海污水排放量和环境污染,加强海洋生态保护修复与海洋保护区建设,进一步完善胶州湾生态安全保护相关法律制度,注重海洋科技人才培养等方式来促进胶州湾地区生态安全水平的提高。     

黄河口门位置及入海径流变化对莱州湾盐度分布的影响

2020年黄河丰水期入海径流量是往年平均值的2倍以上,必然会引起河口水动力和盐度分布的动态变化。本作者基于有限体积海岸海洋模型(Finite Volume Community Ocean Model, FVCOM),模拟2020年黄河冲淡水在丰水期和枯水期的扩散情况,研究黄河口以及莱州湾海域的盐度分布状况变化,以及径流量变化和口门变迁对黄河冲淡水扩散的影响,模型结果与观测结果吻合较好。模拟结果表明,黄河口西北侧潮流沿岸线方向,随着涨落潮呈西北-东南向往复;黄河口以南包括莱州湾的潮流均随着涨落潮呈东北-西南方向往复。高流速区域主要集中在黄河口和莱州湾北部,在0.5m/s以上。在余流作用下,大量的黄河冲淡水会涌入莱州湾,丰水期时27psu等盐线包络面积占到整个莱州湾的1/4左右。径流量和风的变化主要影响羽流的扩散面积,而口门的变迁会改变其扩散方向。黄河冲淡水经北向口门入海主要影响莱州湾区域,经东向口门入海更多地会向北扩散。通过对2020年黄河口及莱州湾海域盐度分布的分析,为黄河入海径流管理及莱州湾渔业资源保护提供科学参考。     

围填海工程对半封闭海湾水动力环境的影响

为研究围填海工程对海湾水动力环境的影响,本文基于二维数值模型MIKE21,建立了东山湾附近海域的潮流模型。对比观测数据发现,大潮期间的最高、最低潮位模拟误差在6 cm以内,小潮期间的误差相对较大;流速和流向的模拟误差在9%左右,最大误差出现在转流时刻;总体来看,模拟结果与观测数据吻合良好。在此模型基础上,研究了东山湾围填海前、后潮流动力、水体半交换时间和纳潮量等水动力要素的变化。结果表明:围填海后大范围的涨落流态与围填海前保持一致,大体上仍然呈现S-N走向,涨潮流偏N向,落潮流偏S向,往复流特征较为明显;从局部流场来看,涨落潮流场发生了一定的变化,围填海区域南、北两侧的流矢变化较为明显,涨潮流矢由偏N向改为偏E向,而落潮流矢由偏S向改为偏W向,同时受到围填海区域岸线的遮蔽效应,围填海南、北两侧水域的流速也有一定减弱,而西侧的流速则有一定增强;围填海实施前的水体半交换时间为220.5h,实施后时间为239.4 h;纳潮量变化为–2.5%左右。研究表明,围填海工程对东山湾水动力环境的影响主要集中在工程区域附近,其对泥沙冲淤、生态环境等的影响将在后续研究中进一步探讨。     

Change of Back Siltation in Lianyungang Harbor before and after Completion of the West Breakwater

—On the basis of a comparison of the field hydrological,sediment and topographic data observedbefore and after the completion of the West Breakwater in Lianyungang Harbor,which has led to the changeof topography from a strait to a bay,a synthetical analysis is conducted on the change of back siltation.Theresults show that it is the change of coast line and the consequent change of hydrological condition and sedi-ment movement that has led to the change of back siltation in the harbor.This phenomenon is caused by thelag effects of water current,sediment movement and local adjustment of topography after the construction,and it tends to be stable.The results of analysis provide not only a basis for extension of Lianyungang Harborinto a deep water harbor,but also propose a case for the study of the change of back siltation in a harbor onmuddy coast.     

The effects of a bypass dunefield on the stability of a headland bay beach: A case study

This paper presents a case study on the modelling of a headland bay beach influenced by sediment input from migrating coastal dunes. The study area is the region around the town of Ingleses on Santa Catarina Island, Santa Catarina state, South-Eastern Brazil. Ingleses has been threatened by nature at two different fronts. At the north-eastern side of the town lies Ingleses Beach, a headland bay beach which seems to be subject to persistent erosion in recent years. On the south-western side the town is threatened by a migrating dunefield, which is encroaching onto houses and infrastructure, but which has not reached the beach in the past 70 years. A second dunefield in the area does not pose a direct threat to the town, but passes it on the eastern side and forms an important influence on the development of the beach. The sediment influx rate from this dunefield to the beach is 10,000 m³/year. To investigate the effect of the dunefields on the morphodynamic system, a numerical model has been created using the software packages SWAN and UNIBEST and the static equilibrium bay shape was determined by the software package MEPBAY. The result of the long-term scenario as predicted by UNIBEST agrees rather well with the static equilibrium bay shape found with MEPBAY. This provides sounds basis for the credibility of both models. Consequently, the predicted evolutional trend of the shoreline seems plausible.     

近20年来烟台典型地区海湾海岸线的变化

利用多时相卫星遥感图像复合的方法,对烟台四个时相的TM影像进行处理并比较四个时相的海岸线长度和海湾面积的变化。结果表明,自1986年到2004年近20年的时间里,龙口湾、套子湾和芝罘湾三个海湾的海岸线总体趋势是增长的,海湾面积则呈减少趋势。认为人为因素是烟台海岸线长度波动和海湾面积变化的主要原因并分析了这些变化对海岸环境和海岸生态系统的影响,对本地区海岸带的可持续利用具有重要的指导意义。     

赤潮预报的人工神经网络方法

基于渤海湾赤潮观测数据(2003年5月~9月),对藻类浓度与环境因子进行了相关性分析,选择出影响藻类浓度的主要环境因子,然后对主要环境因子作主成分分析,在主成分分析的基础上,建立了一个用于赤潮预报的人工神经网络模型。     

天津滨海平原区深孔沉积物环境敏感粒度提取及其意义

沉积物环境敏感粒度是进行古环境研究的重要方法之一, 然而华北平原地区很少进行完整的第四纪全取心深孔沉积物环境敏感粒度组分的提取及分析.对天津渤海湾G1和G2孔第四纪沉积物样品进行粒度分析, 采用粒级-标准偏差和主成分分析两种方法进行了沉积物环境敏感粒度组分提取.对比提取结果发现, 两种方法存在差异性的同时还存在一定的兼容性, 沉积层理厚度越薄, 兼容性越明显; 主成分分析方法对沉积物环境敏感粒度组分刻画得更为细致, 粒级-标准偏差方法不适合深孔沉积物整体敏感粒度组分的提取.G1孔环境敏感粒度组分的粒度峰值为6.700μm、15.650μm、36.240μm、176.900μm、282.100μm、716.800μm; G2孔环境敏感粒度组分的粒度峰值为0.578μm、176.000μm, 分别对应6个和3个粒度分布区间, 指示两孔整体上的沉积物来源及沉积环境空间存在差别.G2孔相对于G1孔整体上的沉积强度大且沉积环境较为稳定, 适合于开展高分辨率的古环境重建工作.