粤东后江湾岸线演变模拟

以粤东后江湾出海航道两侧拟建防波堤为工程背景,应用海岸动力学原理,建立了海岸演变的一线模型。模型考虑波浪的绕射,考虑了沿岸波高不等所引起的沿岸输沙。通过实际岸线与模拟岸线的对比分析,论证了该模型是成功的。应用该模型对粤东后江湾修筑拦沙堤后的岸线演变进行预报,其结果表明,在海湾两岬角处海滩侵蚀,湾顶堤头处海滩淤积。东北岸段拦沙堤处海滩的淤积速率为5～6m/a,西南岸段为4～5m/a。     

岬间海湾平面平衡形态研究进展

岬间海湾平面平衡形态规律的研究是砂质海岸稳定与演变研究的重要内容.简要回顾了岬间海湾平面形态规律的研究进展,着重介绍了研究海湾平衡形态的五个模型.通过评述平衡形态模型的优缺点,指出机理分析和经验拟合相结合应该为以后海湾平面平衡形态规律的研究发展方向,并论述了我国岬间砂质海湾平面平衡形态研究的重要意义.     

Assessing the Impact of Climate Change on the Great Lakes Shoreline Wetlands

Great Lakes shoreline wetlands are adapted to a variable water supply. They require the disturbance of water level fluctuations to maintain their productivity. However, the magnitude and rate of climate change could alter the hydrology of the Great Lakes and affect wetland ecosystems. Wetlands would have to adjust to a new pattern of water level fluctuations; the timing, duration, and range of these fluctuations are critical to the wetland ecosystem response. Two "what if" scenarios: (1) an increased frequency and duration of low water levels and (2) a changed temporal distribution and amplitude of seasonal water levels were developed to assess the sensitivity of shoreline wetlands to climate change. Wetland functions and values such as wildlife, waterfowl and fish habitat, water quality, areal extent, and vegetation diversity are affected by these scenarios. Key wetlands are at risk, particularly those that are impeded from adapting to the new water level conditions by man-made structures or geomorphic conditions. Wetland remediation, protection and enhancement policies and programs must consider climate change as an additional stressor of wetlands.     

断陷湖盆陡坡带陆相层序地层的“沉积滨线坡折”问题探讨?

本文在分析断陷湖盆陡坡带不同构造部位的可容空间变化规律及其沉积响应特征的基础上,探讨了断陷湖盆陡坡带参照井选取的可容空间机理,并阐明了参照井的选择原则;根据参照井处的沉积相迁移特征及体系域叠置样式,建立了在参照井的背景下,Ⅰ型与Ⅱ型陆相层序划分及其层序界面判识的标准,以及低水位体系域（LST）、水进体系域（TST）、高水位体系域（HST）及水退体系域（RST）的识别模式。本文以泌阳断陷双河～赵凹地区下第三系核三上段为例,采用泌207井为参照井,对研究区目的层段开展了断陷湖盆陡坡带陆相层序地层学的尝试性研究,并编制了研究区目的层段的陆相层序地层等时框架模式。研究结果表明,采用选取参照井的办法,可以有效地解决断陷湖盆陡坡带陆相层序地层分析中的“沉积滨线坡折”问题。     

大河三角洲河口海岸演化机理模型研究:(I)模式理论与进展

从水沙通量变化对大河三角洲河口海岸建造及地貌演化的影响机理角度,通过研究目前国际上普遍采用的统计模型、几何模型、沉积动力学模型,以及数值模拟模型四种方法在建立大河三角洲河口海岸演化机理模型研究中的各自特点和不足,提出了建立宏观尺度机理模型的初步设想,并对运用Lagrange余流建立海岸演化机理模型所涉及的余流场的尺度转换、总余流场的建立和表达、用长期余流场构建泥沙起动、输运和沉积条件模式以及一线模型与三维动力模式耦合等关键性问题,提出了初步解决方案     

珠江口小榄镇—万顷沙地区晚更新世以来的海侵层序

依据广东省中山地区3个标准孔岩心材料的AMS(加速器质谱)¹⁴C测年、微体古生物有孔虫、介形类、硅藻分析,海相双壳类、腹足类鉴定,沉积构造、沉积物颜色特征,结合已经报道的万顷沙钻孔研究成果,确定小榄镇—万顷沙地区东西向4个钻孔揭露了珠江河口地区LGM(末次盛冰期)河间地与古河谷区两类古地貌单元。由于处在较闭塞的地理位置,下切河谷从9 ka BP(¹⁴C 日历年龄)开始接受泥质沉积物充填,不同于长江三角洲和中国北方沿海平原古河谷充填的砂质沉积;大约7 cal ka BP 出现最大海侵,导致在古河间地LGM风化层之上发生海侵超覆,随后三角洲开始形成。按照河流层序与海面变化对应关系,没有发现海相微体生物的完整河流旋回应该对应MIS(深海氧同位素阶段)3海侵。基于对埋藏阶地的考虑,以及30年来测年技术对这段地层无法取得突破,认为存在着这样的可能性:即区域自上而下第2厚层富铝质红色风化层属于MIS4低水位域沉积,最底部见少量海相双壳类、腹足类的富有机质河口湾沉积单元可能属于MIS5晚期。     

PREDICTING SHORELINE CHANGES AT TIDAL INLETS ON A DEVELOPED COAST

Implementation of shore protection measures at tidal inlets in New Jersey has reduced the rate of shoreline change and altered mechanisms for sediment transfer. Shoreline mobility has been reduced to 19 percent of pre-development rates updrift of inlets where new breaches in the islands are prevented by bulkheads or accretion related to human activities. Rates of change downdrift of inlets have been influenced by protection structures and channel dredging. A conversion from cyclic to unidirectional shoreline change has occurred in some areas. Prediction of future changes must be based on probabilities of human action, calibrated with knowledge of physical processes.     

堆积海岸平衡岸线轮廓的解析

对堆积海岸平衡岸线轮廓的三个表达式进行了分析和对比,其中平衡岸线轮廓表达式在一定程度上包含了潮流作用对岸线塑造的影响,适用于对凹岸和沙质海岸岸线轮廓的分析,同时也适用于对凸岸和淤泥质海岸岸线轮廓的分析,因而较基本平衡岸线形态方程和B.A.保保夫堆积岸弧方程适用范围更广。利用平衡岸线轮廓表达式,对舟山群岛金塘山和册子山附近水道的两段岸线轮廓进行了分析,结果表明:两岸段均为堆积岸弧,且理论弧长与实测弧长、理论半径与实测半径的值接近,说明理论岸线与实际岸线形态吻合得较好,同时,金塘山西部岸段较册子山西部岸段岸线形态更趋稳定,但两岸线均未达到稳定状态,目前仍处于演变过程中。     

Numerical Simulation of Sand Shoreline Evolution Under Action of Regular Waves and Irregular Waves

Based on the singleline theory, a numerical simulation is presented to predict the shoreline evolution on sand beach. A parabolic equation of longshore sediment transport and boundary conditions are proposed. The combined effect of wave diffraction and refraction on the shoreline evolution on the downdrift side of the breakwater is taken into account and is calculated using the theory of regular waves and irregular waves. The present model is verified by the field observation data of erosion for half a year on the downdrift side of a harbor, and compared with some experimental results. The numerical results are in good agreement with the field measured and experimental data.     

燕辽裂陷槽中元古界不整合面的性质

燕辽裂陷槽中元古代沉积层序中出现多个沉积间断和不整合面。本次研究对其中的5个不整合面进行野外考察,分析其地质特征并进行地层对比,最后判断其性质。大红峪组底部、高于庄组底部和杨庄组底部的不整合面是沉积属性,其中大红峪组底部不整合面是海侵超覆沉积的结果,高于庄组底部和杨庄组底部的不整合面由海平面升降变化所引起;铁岭组顶部和下马岭组顶部不整合面是构造属性,系大规模的抬升运动所造成。