共查询到20条相似文献，搜索用时 293 毫秒
1.
2.
江苏海岸侵蚀过程及其趋势 总被引：51，自引：2，他引：51
江苏省侵蚀海岸的总长度为 30 1 7km ,分为 4段 :废黄河三角洲海岸、港海岸、吕四海岸以及海州湾的沙质海岸。各段海岸侵蚀原因不同。废黄河三角洲海岸是因黄河改道失去泥沙来源 ;吕四与港海岸则因辐射沙洲调整过程中滨岸水道的向岸移动造成的 ;而北部沙岸则是因人类活动 (上游建设水库及开挖海滩沙 )的干扰。江苏海岸是一个沉积物准封闭系统 ,全球性海平面上升将加剧这一侵蚀过程 ,预计未来侵蚀海岸的长度将增加 ,辐射沙洲区的外围沙洲将因侵蚀而向中心区退缩。一些目前是隐型侵蚀的岸段将向显性侵蚀的阶段发展。由于连云港到长江口北支的岸段是软性海岸 ,缺乏硬质节点 ,在没有建造大型人工设施的前提下 ,估计江苏海岸动态及制定开发规划时必须考虑平直化的大趋势。 相似文献
3.
渤海湾淤泥质海岸潮汐汊道的发育过程 总被引：9，自引：0，他引：9
本文以黄河三角洲沿岸为例，论述淤泥质海岸上潮汐汊道的发育过程。研究表明，淤泥质海岸潮汐汊道与废弃河口深化化有密切关系。它的外侧海岸是在高海面时形成并被现代动力过程所切割的贝壳砂堤或砂堤。 相似文献
4.
11DT02孔位于南黄海辐射沙脊群东北部里磕脚沙脊南坡,通过沉积相分析、粒度统计,结合年代地层数据,重建晚更新世以来里磕脚沙脊的长周期环境演化,分析沙脊成因、厘定沙脊发育年代。研究表明:里磕脚沙脊从下至上由潮滩相、硬黏土相、潮滩相和潮流沙脊相组成。潮流沙脊和潮滩由粉砂、细砂和少量黏土组成,两者均成正偏态分布。潮流沙脊和潮滩在概率累积曲线上分别表现为三段式和四段式分布,以跳跃次总体为主,并呈双跳跃特点。研究区晚更新世经历海平面下降发育潮滩环境,到完全暴露形成标志性的“硬黏土”层;全新世初期经历海侵,研究区复又开始潮滩沉积,随后被海水完全淹没,潮流作用渐强,改造下伏潮滩和“硬黏土”,逐渐堆积成高差最大达30 m的脊槽地形。 相似文献
5.
现在的洪泽湖和淮河中游河道不断淤高,致使淮河中游洪涝不断。入洪泽湖后淮河水主要流入长江。而苏北北部地区需要水,因入海泥沙数量太少而致海岸侵蚀问题不能根本解决,那里需要淮河的泥沙。为改变这种不合理的格局。在洪泽湖北岸和浅水区开挖与洪泽湖分离的河道,连接完成远期工程的淮河入海水道和拓宽、挖深的淮沭河—北六塘河—新沂河水道,使淮河水沙只经过这两条水道到达黄海,改变淮河水沙不合理的资源分配。新水道路程短,比降大,使洪泽湖和淮河中游河道不再淤高,并将进一步使淮河中游水道刷深,减轻淮河中游洪涝灾害,并为洪泽湖湖底高程降低创造条件。通过分析现在淮河的输沙量、输沙模数,与历史时期和其他流域对比,认为连云港至射阳河口这段海岸将改变为北部稳定,南部缓慢进积,形成新的淮河三角洲,彻底解决苏北海岸侵蚀问题。 相似文献
6.
7.
苏北废黄河水下三角洲沉积范围研究述评 总被引：2，自引：0，他引：2
详细梳理现有研究成果,目前对1128-1855年废黄河水下三角洲沉积范围的划分可总结为三类主要观点：① 外缘位于废黄河口外近岸、远岸斜坡带之间的宽缓平台（水深范围：-15~-25 m）之上;② 外缘位于废黄河口外远岸斜坡带（水深范围：-25~-45 m）之外;③ 外缘可达-45 m等深线之外,且废黄河三角洲由一个近岸/远岸复合楔形沉积体构成。综合分析废黄河水下三角洲海域海底地形地貌、浅部地层沉积特征与14C年代、浅层声学地层等资料数据表明,1128-1855年废黄河水下三角洲的延伸范围应该超过现今-20 m等深线,但未越过远岸斜坡带;远岸斜坡带发育的厚层楔形体不大可能是废黄河三角洲前缘沉积层,其确切成因、物源与年代等问题尚有待于进一步深入研究。为准确圈定1128-1855年废黄河水下三角洲沉积范围,需要对完整覆盖本区的高质量浅层地震剖面进行解译分析,在其三大地形单元（近岸、远岸斜坡带及其之间宽缓平台）内补充钻孔分析,并参考1875年以来各期海图资料来进行综合判定。 相似文献
8.
圆陀角地处长江北支与江苏海岸的交汇处,发育了典型的粉砂淤泥质潮滩,潮滩沉积物元素可记录海岸环境变化的信息。在圆陀角附近潮滩采集了长度为218 cm的YY孔岩芯,常量与微量元素分析结果显示,岩芯沉积物平均粒径与大多数元素之间相关性好,“粒控效应”特征明显。除Ca、Na、Ti、P、Sr外,岩芯大部分元素含量自下向上呈现由低变高再变低的趋势,并在岩芯132 cm深度出现最大值。根据圆陀角附近海岸沙嘴长江北支变迁的证据,苏北岸外海域是长江北支的重要泥沙来源;粒度和粘土校正后的元素含量呈自下而上由低变高的趋势。邻近区域沉积物元素富集系数分析显示,在1956年前后,圆陀角附近潮滩沉积物发生了较大的变化,1956年以前的主要来源于长江,1956年以后演变为主要来源于南黄海辐射沙洲南翼。 相似文献
9.
10.
Yanyan Kang Fei Xia Xianrong Ding Changkuan Zhang Ligang Cheng Xiaoping Ge Jennifer Glass 《地理学报(英文版)》2013,23(5):915-931
Since the 1970s, remote sensing images have provided new information for the delineation and analysis of coastline changes, especially focusing on the short timescale changes. This paper, based on the Landsat MSS imagery, focuses on the coastline evolution of Yancheng, northern Jiangsu, China since the mid-Holocene. A zebra stripe image, which could reveal the ancient coastal evolution of Yancheng, was extracted from a Landsat MSS image. Based on the extracted black-white stripes, 19 surface sediment samples were recovered and analyzed to recognize the sedimentary characteristics of these stripes. It shows that most sand and silty sand samples appear on the white stripes, while silt and silty clay samples are on the black stripes. Sandy and muddy sediments present an alternating distri- bution pattern on the Yancheng coastal plain. A historical coastline map was drawn according to the previous research achievements of the paleo-coastal sand barriers and paleo-coastlines, and was superimposed on the zebra stripe image. The trend of the extracted zebra stripes is consistent with the historical coastlines, and it should be the symbol of the Yancheng coastline evolution. On the basis of ten sets of black-white stripes and previous research results, we divided the progression of Yancheng coastal evolution into three stages （i.e., the early stable stage （6500 a BP-AD 1128）, the rapid deposition stage （AD 1128-1855） and the adjustment stage （AD 1855-present））. Ten sets of black-white stripes were identified as the characteristic pattern of the coastline evolution on the Yancheng coastal plain. 相似文献
11.
黄海南部海门近岸牡蛎礁发育的物质基础与环境背景 总被引：1，自引：0，他引：1
中国的现代牡蛎礁多发育在河口,但位于黄海南部的海门市近岸牡蛎礁却发育在非河口地区。利用对岩芯和剖面进行的岩相、粒度、硅藻及14C年代等因子的分析测试数据,对黄海南部的海门市近岸牡蛎礁的发育场所和环境背景进行了探讨。结果发现,该地在距今5630年左右发生了一次重要的沉积环境变化,由之前的潮间带环境转变为之后的河口砂坝或者受河口影响的潮流砂脊相环境,形成了适宜牡蛎生长和牡蛎礁发育的条件。尽管牡蛎礁现在出露在粉沙淤泥质潮滩上,但是其发育的基底不是粉砂淤泥质潮滩,而是河口砂坝或者受河口影响的潮流砂脊。黏土矿物特征还显示出,海门牡蛎礁的发育还与长江口的影响密切相关。 相似文献
12.
苏北岸外条子泥沙洲潮沟系统的稳定性研究 总被引：6，自引：2，他引：4
以苏北岸外条子泥沙洲潮沟系统为例,分析该区域野外实地测量及历年卫片,分析主要潮沟系统近20年来的动态变化。总结了潮沟系统发育演变的特点,主要表现为各个主干潮沟系统摆动幅度、速率均不相同,单独潮沟系统的各沟段亦有不同的摆动幅度、速率;位于沙洲中部西大港西侧近岸潮沟系统摆动具一定周期性,其东侧潮沟摆动较稳定;潮沟摆动有突变和渐变两种形式。沙洲潮沟系统在多因素的综合作用下具备自动调整作用,主要表现为单一潮沟具有平衡倾向性及沙洲潮沟系统整体的综合布局调整。 相似文献
13.
黄河三角洲潮滩潮沟近期变化遥感监测 总被引：13，自引：1，他引：12
作者选用1986年和2001年两个时相的Landsat TM/ETM+影像,结合遥感、地理信息系统 (GIS) 和分形理论研究了黄河三角洲典型河口岸段潮滩潮沟的发育演变。结果表明：近15年来,挑河口~106站和现行水河口(1976~1996年黄河入海口,下同)~甜水沟岸段分维值D增大,呈顺向演替;其余岸段分维值均减小,表现为逆向演替。人工围垦挤占了大面积潮滩,人工岸线不断向海扩展,其最大推进速率达0.8 km/yr;同时,潮沟长度缩短,最严重的岸段每年减少14.9 km。通过分析表明,人类活动已成为影响三角洲潮滩发育的重要因子,其导致整个三角洲的潮滩体系严重退化,自然形成的潮沟时空谱系不复存在;另外,发育时间长短、入海泥沙、海浪和潮流对潮滩发育演变亦非常重要。目前,黄河三角洲潮滩可分为河口滩、潮控滩、浪控滩和人控滩4大类型。 相似文献
14.
Coastal morphodynamics and Chenier-Plain evolution in southwestern Louisiana, USA: A geomorphic model 总被引：1，自引：0，他引：1
Using 28 topographic profiles, air-photo interpretation, and historical shoreline-change data, coastal processes were evaluated along the Chenier Plain to explain the occurrence, distribution, and geomorphic hierarchy of primary landforms, and existing hypotheses regarding Chenier-Plain evolution were reconsidered. The Chenier Plain of SW Louisiana, classified as a low-profile, microtidal, storm-dominated coast, is located west and downdrift of the Mississippi River deltaic plain. This Late-Holocene, marginal-deltaic environment is 200 km long and up to 30 km wide, and is composed primarily of mud deposits capped by marsh interspersed with thin sand- and shell-rich ridges (“cheniers”) that have elevations of up to 4 m.In this study, the term “ridge” is used as a morphologic term for a narrow, linear or curvilinear topographic high that consists of sand and shelly material accumulated by waves and other physical coastal processes. Thus, most ridges in the Chenier Plain represent relict open-Gulf shorelines. On the basis of past movement trends of individual shorelines, ridges may be further classified as transgressive, regressive, or laterally accreted. Geomorphic zones that contain two or more regressive, transgressive, or laterally accreted ridges are termed complexes. Consequently, we further refine the Chenier-Plain definition by Otvos and Price [Otvos, E.G. and Price, W.A., 1979. Problems of chenier genesis and terminology—an overview. Marine Geology, 31: 251–263] and define Chenier Plain as containing at least two or more chenier complexes. Based on these definitions, a geomorphic hierarchy of landforms was refined relative to dominant process for the Louisiana Chenier Plain. The Chenier Plain is defined as a first-order feature (5000 km2) composed of three second-order features (30 to 300 km2): chenier complex, beach-ridge complex, and spit complex. Individual ridges of each complex type were further separated into third-order features: chenier, beach ridge, and spit.To understand the long-term evolution of a coastal depositional system, primary process–response mechanisms and patterns found along the modern Chenier-Plain coast were first identified, especially tidal-inlet processes associated with the Sabine, Calcasieu, and Mermentau Rivers. Tidal prism (Ω) and quantity of littoral transport (Mtotal) are the most important factors controlling inlet stability. Greater discharge and/or tidal prism increase the ability of river and estuarine systems to interrupt longshore sediment transport, maintain and naturally stabilize tidal entrances, and promote updrift deposition. Thus, prior to human modification and stabilization efforts, the Mermentau River entrance would be classified as wave-dominated, Sabine Pass as tide-dominated, and Calcasieu Pass as tide-dominated to occasionally mixed.Hoyt [Hoyt, J.H., 1969. Chenier versus barrier, genetic and stratigraphic distinction. Am. Assoc. Petrol. Geol. Bull., 53: 299–306] presented the first detailed depositional model for chenier genesis and mudflat progradation, which he attributed to changes in Mississippi River flow direction (i.e., delta switching) caused by upstream channel avulsion. However, Hoyt's model oversimplifies Chenier-Plain evolution because it omits ridges created by other means. Thus, the geologic evolution of the Chenier Plain is more complicated than channel avulsions of the Mississippi River, and it involved not only chenier ridges (i.e., transgressive), but also ridges that are genetically tied to regression (beach ridges) and lateral accretion (recurved spits).A six-stage geomorphic process-response model was developed to describe Chenier-Plain evolution primarily as a function of: (i) the balance between sediment supply and energy dissipation associated with Mississippi River channel avulsions, (ii) local sediment reworking and lateral transport, (iii) tidal-entrance dynamics, and (iv) possibly higher-than-present stands of Holocene sea level. Consequently, the geneses of three different ridge types (transgressive, regressive, and laterally accreted) typically occur contemporaneously along the same shoreline at different locations. 相似文献
15.
根据石码站1980年以来多年潮位统计资料,分析九龙江口南港潮位变化及其原因．结果表明,近十多年来,南港低潮位持续下降,而高潮位变化不大,2005年平均潮差达4．0m以上．大量挖取砂和径流量减少是导致低水位下降的主要原因．南港已成为受潮汐影响明显的河口潮流段,其深度基准面应按照海区性质,选用理论最低湖面． 相似文献
16.
Tidal creeks are the main channels of land-sea ecosystem interactions, and their high dynamics are an important factor affecting the hydrological connectivity of tidal flats.Taking the Yellow River Delta as the research area, we selected remote sensing images obtained during five periods from 1998 to 2018 as the data sources. Based on the spatial analysis function in GIS, the typical morphological characteristics of tidal creeks, such as the level,length, density, curvature, bifurcation ratio, and overmarsh path length(OPL), were extracted to characterize the degree of development of the tidal creeks in the Yellow River Delta wetlands. The spatio-temporal evolution of the tidal creeks was studied, and the development process and the characteristics of the tidal creeks during the different stages of development were investigated. The results revealed that(1) The number, density, and bifurcation ratio of tidal creeks exhibit an increasing trend, but the growth of the trend is slowing. The number of tidal creeks increased by 44.9% from the initial stage of the Yellow River diversion to the late stage of the wetland restoration, but it only increased by 26.2% from the late stage of the wetland restoration to the slow expansion of the Spartina alterniflora.(2) The curvature of the tidal creeks on the landward side is greater than that on the seaward side.(3) The development degree of tidal creek has spatial heterogenetiy, which is Area Ⅲ Area Ⅱ Area Ⅰ.(4)The drainage efficiency is significantly correlated with the tidal creak density and bifurcation ratio. Based on the analysis of the various morphological parameters and the drainage efficiency, it was found that after the rapid change in the tidal creek system in the early stage, the tidal creeks entered a state of slow change, and the development state of the tidal creeks tends to be in dynamic balance. The results of this study are expected to provide scientific support for the sustainable development and utilization of coastal tidal flats. 相似文献
17.
18.
废黄河三角洲的演变* 总被引：20，自引：1，他引：19
本文主要根据历史文献,论述1194～1855年的古黄河口泥沙堆积形式、速率及其沉积特点,并探讨了废黄河三角洲形成机理和类型,以及尾闾变迁对下游河道的影响。认为在黄河南流夺准入黄海过程中,河口和三角洲发育具有明显的阶段性;前、后两期形成不同类型的三角洲,前期为径流一潮汐型,后期转化为径流一波浪型;后期河口迅速延伸,河口基准面相对抬升所引起的溯源淤积可达河南境内。 相似文献
19.
20.
江苏中部海岸互花米草扩展对滩涂围垦的响应 总被引：1，自引：0，他引：1
根据2001-2013年遥感影像和野外观测数据,对江苏中部海岸互花米草(Spartina alterniflora Loisel)在滩涂围垦期间的扩展过程进行定量化分析。结果显示：2001-2013年互花米草扩展对围垦的响应大体分为三个阶段：2001-2007年,海堤外米草面积较大,每年新增米草面积及米草年扩展率均和新增围垦面积变化同步,且相关性显著;2008-2010年,海堤外米草面积较小,但米草年扩展率仍然较高;2011-2013年,随着围垦的持续进行,米草扩展进入稳定期。因此,互花米草扩展对于滩涂围垦的不同速率和阶段具有不同的响应。若围垦时保留足够宽度的堤前米草,则围垦可以提高米草的年扩展率,其机理是互花米草种子产量和前缘淤积环境是影响米草扩展的主要因素,而围垦对这两方面都有影响。在后期滩涂围垦时,应保证堤外米草宽度在0.9~1 km之间,实现土地资源的可持续利用。 相似文献