黄河三角洲高效生态经济区海岸带地貌环境特征及发育模式

黄河三角洲高效生态经济区是具有国家战略地位的重要生态经济区,该地区的海岸带地处海陆交接地带,属于陆缘海海岸带,生态环境脆弱,区域海岸带地形地貌系统性阐述甚少。在开展该区域生态地质环境调查的基础上,结合实际调查情况及以往文献的研读,对该地区海岸带地形地貌、岸滩地貌类型及特征进行了系统性归纳总结。整个黄河三角洲高效生态经济区的海岸带地貌分黄河三角洲粉砂淤泥质海岸、莱州湾南岸潍北平原区粉砂淤泥质海岸、莱州砂质海岸3个部分。岸滩类型分为黄河三角洲岸段冲淤平衡潮滩、侵蚀潮滩、淤积潮滩3种及莱州湾岸段侵蚀潮滩及侵蚀砂质海滩2种。     

东营市近海海域灾害地质类型及特征分析

利用卫星遥感、浅地层剖面、单波束测深资料研究了东营市近海海域灾害地质类型,并进行了特征分析。研究区近海海域存在的灾害地质类型主要为海岸侵蚀与淤积、活动断层、冲沟和陡坎、蚀余地形、海底滑坡、浅层气、埋藏古河道(古湖泊)等。研究区岸段整体以海岸淤积为主,仅东营港口段、刁口河段沙嘴一带存在海岸侵蚀;活动断层在北部海域广泛存在,走向大约为NNE向,近EW向延伸约1km;灾害地貌主要分布在黄河三角洲前缘及废弃的黄河三角洲北部叶瓣处;浅层气主要存在于孤东海域离岸20km、水深15~20m的海底;埋藏古河道(古湖泊)分布在海底8~20m左右的深度,古河道(古湖泊)顶埋藏深度在7.1~15.2m之间,分布在整个水下三角洲地区。     

辽东湾海岸地貌近代演化特征

辽东湾海岸类型及其分布受区域地质构造控制。海岸类型可分为:港湾型基岩海岸、岛礁型基岩海岸、岬湾型沙质海岸、平原型淤泥质海岸等4类;潮间带地貌分为海滩、潮滩、岩滩3类;水下堆积地貌主要有水下三角洲及潮下浅滩。受河流输沙影响,淤积先从河口开始,然后向外围扩散。在湾顶部,地貌及内、外动力条件利于海岸淤涨,但受滨岸海洋水文条件制约,发展不均衡,可出现局部短时间的侵蚀后退现象。海岸工程可控制海岸的演化过程,滩涂地带引种植物可促进海岸持续淤涨。     

黄河三角洲土地利用与土地资源可持续开发--以东营市为例

黄河三角洲：共和国最年轻的国土 黄河三角洲位于渤海湾和莱州湾沿岸,是黄河以巨量泥沙堆积在人海口附近而形成的扇面状陆地,在自然地理上,它是古代、近代和现代三角洲叠加形成的复合体。古代三角洲以蒲城为顶点,西起套尔河口,南达小清河口,陆上面积约7200平方公里。1855年黄河从铜瓦厢（今兰考县东坝头)决口,经大清河故道于利津县东北老爷庙牡蛎嘴入渤海,建造了以宁海为顶点、西起套尔河口、南抵支脉沟口附近的近代三角洲,陆上面积约5400平方公里。     

黄河三角洲的形成和演变

黄河每年有8×108～10×108t泥沙进入河口地区。由于黄河的受水盆地浅,区域上又位于构造强烈沉降区,进入河口地区的泥沙约有80%淤积在陆上及滨海地区,逐步形成了现代的黄河三角洲。通过RS与GIS综合对比和地质成因分析,可揭示整个三角洲在河流动力和海洋动力综合作用下的快速淤进、蚀退,河床抬高和尾闾改道等一系列演变,其中又以海岸带的演变最为明显。近几年,受黄河来水来沙量减少和人为加固堤坝等因素影响,河口地区造陆速度减缓,其他地区海岸带蚀退变慢,河床进一步抬高,整个三角洲基本处于淤蚀平衡状态。     

基于自组织网络的黄河口浑浊模式研究

传统浑浊度时空变化模式研究依靠野外观测实验,需要投入大量人力物力,模型适用范围亦非常有限。本文利用自组织网络（SOM）,直接从长时序遥感影像中提取典型浑浊模式,分析浑浊度年内、年际变化特征。以黄河河口附近海域为研究区,提取出近15年的6类典型浑浊模式。典型特征显示,研究区内主要有2个浑浊区,位于渤海湾西部和南部,以及河口外和莱州湾西北部;6类模式中四类以年为周期过渡更替,冬春季浑浊度较高,夏秋季浑浊度较低;多年浑浊模式逐渐由中浑浊向清澈模式变化,整体浑浊度有降低趋势。浑浊水体分布主要受河口潮流、环流等海洋动力和风浪影响,结合研究区气象观测数据分析,海面风浪变化是造成浑浊模式更替的主要原因,黄河入海泥沙影响范围仅局限于河口口门周边。利用统计参数分析和2007年各月悬浮泥沙浓度反演结果比较,评价SOM分类效果,结果表明SOM提取的模式间具有显著差异,一定程度上能够代替经验模型反映区域浑浊特征。SOM神经网络能够从长时序遥感影像中直接提取浑浊水体典型分布模式,分析海岸带地区水体浑浊度变化的时空特征,对了解复杂水体泥沙输运及优化水资源利用具有重要应用价值。     

东营近海海域地质环境质量评价

该文在东营市海洋地质调查获得大量数据的基础上,开展近海海域地质环境质量综合评价,反映近海海域地质环境质量现状和变化趋势,为海洋经济的可持续发展和海洋生态环境保护提供依据。选取海岸侵蚀与淤积、活动断裂与地震、灾害地貌与滑坡、浅层气、底辟、埋藏古河道(古湖泊)、表层沉积物质量、海水质量、软土、砂土液化10项指标,采用层次分析法和综合指数法,对东营市近海海域地质环境质量进行了评价。结果表明:研究区大部分区域地质环境质量为优等和良好级别,面积8875km~2,占总面积的86.58%;中等区主要分布在研究区的北部、东南部和东营港近岸区,面积1200km~2,占总面积的11.71%;较差区主要分布在研究区的北部及黄河口外围海域,面积175km~2,占总面积的1.71%。     

黄河三角洲埕岛地区近年海底冲淤规律及水深预测

通过对1976～1995年黄河三角洲地区埕岛海域的水深资料以及近年来实测的水深数据的分析,确定了黄河三角洲埕岛地区在1976年黄河改道清水沟后,从三角洲推进淤积期进入了海岸冲刷改造期。按冲刷速率、剖面坡度及其与季节变化的关系可分为快速冲刷阶段(1976～1980)、缓慢冲刷阶段(1981～1992)、以冲刷为主的冲淤调整阶段(1992年至今),海岸边带的后期冲刷改造受季节性影响也比较明显。在深度上基本以15m等深线为界,深水区淤积、浅水区冲刷。通过250m×250m网格化节点的实测水深变化的时间序列,采用二维平面的趋势面拟合方法,可以较好地对本海区的水深进行拟合并做出时间序列值的预测。     

长江口外海域瞬时悬沙质量浓度垂向分布剖面的初探

以2006年8月在长江口外海域海试的悬浮泥沙数据资料为基础,采用相关分析和非线性回归分析方法,通过在经典泥沙剖面模型中引入潮流等过程的影响,改进了泥沙剖面模型的预测效果,将仅受水深一个因素控制的泥沙剖面模型拓展为与不同地点水文物理过程相关联的实用模型,并在整个研究区域验证了模型的有效性。     

日照市近海海域灾害地质类型及特征分析

日照近岸海域灾害地质类型主要为埋藏下切谷、海底侵蚀、冲刷沟槽和冲刷陡坎及海底抛泥区等。通过对日照海岸带近岸海域的浅地层剖面和水深测量资料,开展主要地震地层界面的追踪和对比,结合沉积物粒度和地球化学特征,对近海海域潜在灾害地质因素进行分析对比,探讨了日照近海海区的灾害地质类型、特征和分布规律,为半岛蓝色经济区的海洋开发提供基础地质资料。     

黄河三角洲河口地区经济发展思路探讨

随着国家对黄河三角洲高效生态经济区发展规划的批复,如何加强黄河入海流路管理及其范围内土地开发,既要符合国家对河口治理的综合规划和土地规划,又能促进黄河三角洲高效生态经济快速发展,已成为突出问题。文章对黄河入海河口基本情况及如何管理和对其范围内土地进行合理利用开发提出了建议和意见。     

Morphodynamic evolution of the Xiaoqing River mouth: a Huanghe River-derived mixed energy estuary

In an estuary,tidal,wave and other marine powers interact with the coast in different ways and affect estuary morphology as well as its evolution.In the Huanghe(Yellow) River estuaries and nearby delta,there are many small sediment-affected estuaries with a unique morphology,such as the Xiaoqing River estuary.In this study,we investigated the special evolution and genetic mechanism of the Xiaoqing River estuary by analyzing graphic and image data with a numerical simulation method.The results show that NE and NE-E tide waves are the main driving force for sandbar formation.Sediment shoals have originated from huge amounts of sediment from the Huanghe River,with consequent deposition at the Xiaoqing River mouth.The lateral suspended sediments beyond the river mouth move landward.Siltation takes place on the northern shoreline near the river mouth whereas erosion occurs in the south.The deposits come mainly from scouring of the shallow seabed on the northern side of the estuary.Storm surges speed up deposition in the estuary.Development of the sediment shoals has occurred in two steps involving the processes of growth and further southward extension.Although the southward shift increases the river curvature and length,the general eastward orientation of the estuary is unlikely to change.Processes on the adjacent shorelines do not affect the development of the sediment shoals.The study presents a morphodynamic evolutionary model for the Xiaoqing River estuary,with a long-term series cycle,within which a relatively short cycle occurs.     

Changes in Huanghe （Yellow） River estuary since artificial re-routing in 1996

With the combination of historical data, field observations and satellite remotely sensed images(Landsat TM/ETM and CBERS), changes in Huanghe (Yellow) River estuary since 1996 when artificial Chahe distributary was built up were studied, mainly including water and sediment discharge from the river, tides, tidal currents, suspended sediment diffusion, coastline changes and seabed development. During following six and half years (up to the end of 2002), runoff and sediment loads into the river mouth declined dramatically. At the beginning of the re-routing, abundant sediment loads from the river filled up nearshore shallow water areas so that the newborn delta prograded quickly. With rapid decrease of sediment loads transported to the estuary, the delta retrograded. In 1997, subaerial tip of the abandoned delta receded 1.5km; its annual mean recession rate was about 150 m in following years. In addition, marine dynamic condition near the artificial outlet had also changed. Under the interaction of ocean and river flow, most of incoming sediment loads deposited in the vicinity of the outlet. Seabed erosion occurred at the subaqueous delta front. Between 1999 and 2002, erosion thickness averaged at 0.3 m in the subaqueous delta of 585.5 km2.     

Effects of Suspended Culture of the Seaweed Laminaria japonica Aresch on the Flow Structure and Sedimentation Processes

The culture of suspended kelp, such as Laminaria japonica Aresch, has arisen in nearshore areas for approximately 30 years since the 1980 s. This long-term activity has significant impact on the regional hydrodynamic and sedimentary environments. In this study the impact was investigated, based on synchronized multi-station data from continuous observations made within and around the culture area. In total, three current velocity profiles were identified inside and on the landward side of the culture area. Based on the current velocity profiles we calculated the boundary layer parameters, the fluxes of erosion/deposition, and the rate of sediment transport in different times at each observation site. Comparison between culture and non-culture periods showed that the presence of suspended kelp caused the reduction in the average flow velocity by approximately 49.5%, the bottom friction velocity by 24.8%, the seabed roughness length by 62.7%, and the shear stress and the flux of resuspended sediment by approximately 50%. From analyses in combination with the corresponding vertical variation of the suspended sediment distribution, it is revealed that the lifted sediments by resuspension is mixed with the upper suspended material, which will modify the regional distribution of suspended sediment. These changes in flow structure and sediment movement will accelerate seabed siltation, which corresponds to the changes in seabed erosion/deposition. However, under the influences of the seasonal changes in kelp growth the magnitude of change with the seabed siltation was not obvious inside the culture area, but a fundamental change was apparent around the culture area.     

Effects of suspended culture of the seaweed <Emphasis Type="Italic">Laminaria japonica</Emphasis> aresch on the flow structure and sedimentation processes

The culture of suspended kelp, such as Laminaria japonica Aresch, has arisen in nearshore areas for approximately 30 years since the 1980 s. This long-term activity has significant impact on the regional hydrodynamic and sedimentary environments. In this study the impact was investigated, based on synchronized multi-station data from continuous observations made within and around the culture area. In total, three current velocity profiles were identified inside and on the landward side of the culture area. Based on the current velocity profiles we calculated the boundary layer parameters, the fluxes of erosion/deposition, and the rate of sediment transport in different times at each observation site. Comparison between culture and non-culture periods showed that the presence of suspended kelp caused the reduction in the average flow velocity by approximately 49.5%, the bottom friction velocity by 24.8%, the seabed roughness length by 62.7%, and the shear stress and the flux of resuspended sediment by approximately 50%. From analyses in combination with the corresponding vertical variation of the suspended sediment distribution, it is revealed that the lifted sediments by resuspension is mixed with the upper suspended material, which will modify the regional distribution of suspended sediment. These changes in flow structure and sediment movement will accelerate seabed siltation, which corresponds to the changes in seabed erosion/deposition. However, under the influences of the seasonal changes in kelp growth the magnitude of change with the seabed siltation was not obvious inside the culture area, but a fundamental change was apparent around the culture area.     

Partitioning of grain-size components of estuarine sediments and implications for sediment transport in southwestern Laizhou Bay, China

Sediment transport in estuarine systems has been of increasing interest for scientists during the past few decades. However, the mechanisms for sediment redistribution remain unclear. We characterized in detail sediment transport in the Xiaoqing River estuary using the mathematical Weibull function to partitiongrain-size components of surface sediments in the southwestern Laizhou Bay, Northeast China. Four partitioned components: finer than 4, 4.6–12.5, 23.4–63.3, and 67.1–132.6 μm were interpreted in terms of hydrodynamic conditions. During sediment transport, silt grains were suspended and moved seaward from three depositional centers, whereas fine-grained sands moved generally landward. Overall, sediments are transported clockwise in a generally NNE direction near shore and then turn eastward offshore. The mathematical partitioning method showed a great potential for future estuarine environmental studies.     

黄河三角洲海岸线遥感动态监测

黄河三角洲是世界上海岸线变迁最快的地区之一。遥感与GIS技术相结合,能准确及时地监测黄河三角洲海岸线的动态演变。本文以1976年以来多时相遥感影像为主要数据源,通过几何精校正与配准,形成统一投影与坐标体系的遥感影像,运用平均高潮线法,对20景时间序列影像经分类处理后提取海岸线;另经GIS叠加分析,剖析了现行黄河河口、钓口河口地区海岸线的演变过程及其规律。     

Modeling transportation of suspended solids in Zhujiang River estuary, South China

A three-dimensional transportation model for suspended solids （SS） in Zhujiang （Pearl） River estuary, South China, was developed by coupling with a three-dimensional hydrodynamic model. The model was validated using hourly measured data of sediment contents during 25-26, July 1999. The results showed that modeled contents matched well with measured ones and that the modeled top layer distribution agreed with the remotely sensed image of suspended solids in summer. The modeled results showed clearly the layers of suspended solids in depth, with larger sediment contents in lower layers though in the interface between salt water and freshwater the lowest contents appeared in middle layer. In overall, the suspended solids inflow from 8 rivers,transport southwestward, and carried by strong coastal flow in Zhujiang River estuary. Contours of sediment contents in the estuary spread further to the open sea during ebb tide rather than flood tide which reflects that the suspended solids in the estuary are land sourced.