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1.
海岸带是陆地向海洋延伸的过渡地带,是人口最为密集、人类活动最频繁的区域,全球超过50%的人口和60%的GDP总量集聚在离海岸线不足100 km的区域。海岸线对海平面上升、海岸侵蚀、港湾淤积、湿地生态资源、近海海域环境等具有重要的指示作用。本研究利用遥感影像获取了粤港澳大湾区(以下简称大湾区)1975—2018年间的大陆海岸线数据,并基于GIS平台,对海岸线开发利用程度以及空间位置变迁进行了定量分析,探讨了海岸线变迁的驱动力。结果表明:(1)大湾区大陆岸线时空变化明显,总体可分为两个阶段。1975—1995年,岸线长度上升明显,岸线类型格局变化显著;1995年后,岸线长度增长较缓,但建设用地态势增长强劲。(2)大湾区大陆岸线整体形态上不断曲折化,分形维数逐渐增长;空间位置变化上,大陆岸线不断向海推进,年平均速率达9.91 m/a,向海延伸最远的地方出现在洪奇门至蕉门和虎跳门至鸡啼门岸段附近,最大值可达197.88 m/a。(3)大湾区大陆岸线的开发利用程度及人类活动干预程度处于逐渐增强的趋势,人为影响主要体现为港口码头建筑岸线及围填养殖岸线。(4)大湾区的地形地貌、水文特征等自然环境是岸线演变的基础,社会经济发展和政策是岸线演变的重要驱动因素。在20世纪末,发展速度对海岸线的影响最大;在21世纪初,发展强度则为演变的主要影响因素。  相似文献   

2.
海岸线是陆地与水体交界的重要标识,海岸线的位置和类型是海岸带生态环境修复的基础数据。本文以天津市海岸线为研究对象,通过遥感解译与实地验证相结合的方式,对天津市海岸线位置和分类进行了研究,结果显示,目前天津市海岸线长度约366.92 km,其中港口和围海造陆岸线281.78 km、围海养殖岸线22.92 km、海堤岸线25.77 km和人工河口岸线36.45 km,自然岸线数值趋近为零,围海造陆及港口岸线所占比例达到了76.80%。由于围填海等人类活动,岸线较2000年增加了143%。  相似文献   

3.
运用RS、GIS技术,以1986,1994,2002,2010年4个不同时相遥感影像和1970年比例尺1∶10000地形图为数据源,采用平均高潮线法提取闽江口5个时段的海岸线,并对各时段海岸线变迁进行综合比对分析,认为变化较大的有罗源湾、漳港湾、福清湾和兴化湾4个岸段的海岸线,并分析其时空演化特征及变化原因。结果表明闽江口海岸线40年变迁演化因素主要受人类活动影响,围垦养殖或填海造地导致海岸线时空变迁,其中泥质岸线和人工岸线变化较大,砂质岸线和基岩岸线变化较小。  相似文献   

4.
应用遥感技术,从海岸线长度和曲度两个方面分析辽东湾北部海岸线变化,研究区域海岸线变化规律和趋势.选用美国陆地卫星(Landsat)的MSS、TM、ETM+系列数据,法国SPOT/4-5系列数据和国产陆地卫星ZY-1 02C数据等多源遥感数据,通过人工目视解译和计算机信息自动提取结合的方法,监测了自1973~2012年辽东湾北部海岸线变化情况.研究表明,辽东湾北部海岸线长度和曲度均呈增加趋势,尤其是1997年以后,为快速增加时期,其中中段岸线增速最快,西段岸线次之,东段岸线居尾.人为因素是辽东湾北部海岸线变化主要驱动力.  相似文献   

5.
津冀海岸线现状、变化特征及保护建议   总被引:1,自引:0,他引:1  
根据覆盖全区的3期遥感影像和实地调查,以及对滨海新区和滦河口2个典型区更深入的案例研究(包括回溯至1870年、1950年的基准岸线及逐年遥感信息),对津冀沿海海岸线现状进行解译和分类,并分析岸线变化特征及成因。津冀沿海现状岸线总长度894km,可以划分为自然岸线、半开发岸线和人工岸线3类,长度分别为90km、329km和475km。1950年以前为自然因素主导的岸线变化,1950年以后变为人类活动主导的岸线向海推进,逐渐加强的人类活动至2010年达到顶峰。在全球海面上升和区域地面下沉的大背景下,海岸线的自然演化趋势应该是向陆蚀退,但是人类活动主导的岸线变化却表现为违反自然趋势的向海推进。今后,向海推进最前沿的围海造陆区将受到来自海洋越来越强烈的影响,亟需加强监测和防护。兼顾环境保护与开发两方面的长远需求,建议赋予海岸线新的定义与内涵,划定岸线保护红线,恢复部分岸线的自然属性。  相似文献   

6.
基于遥感与GIS技术,利用高空间分辨率遥感卫星SPOT-5和GF-2影像数据,对海南岛西北部地区海口市南渡江—东方市2005年和2016年2个时期的海岸线进行人机交互解译,并对其10 a来的时空变化特征进行了分析。结果表明: 10 a间,海南岛西北部海岸线时空变化显著,主要影响因素为人工开发建设; 人工海岸线增幅达到113%,其占比由2005年的24.3%上升至2016年的51.6%; 除部分淤泥质海岸线和砂质海岸线转化为人工海岸线外,自然海岸线以侵蚀为主,局部地区有少量淤积。不同地区海岸线变化特点不同: 儋州市和澄迈县海岸线资源丰富,开发力度较大; 临高县和昌江黎族自治县自然海岸线以侵蚀为主,淤积少; 东方市和澄迈县海岸线侵蚀较少,较易淤积。分析结果可为海南岛西北部海岸线调查、开发和保护提供一定的科学依据。  相似文献   

7.
广西钦州湾海岸带孢粉组合和沉积环境演变   总被引:2,自引:1,他引:1       下载免费PDF全文
对广西钦州湾海岸滩涂的4个钻孔的沉积物进行孢粉分析,结合 210Pb法测得沉积速率,讨论了该地区大约150年来的沉积环境演变规律.钦州湾地区具有19世纪中-末叶较现在偏凉的区域性气候; 20世纪初期西海岸沉积物中红树林花粉Rhizophora和Aegiceras锐减,反映出红树林滩衰退的特征; 60年代和70年代,钦州湾西海岸线明显向内陆迁移,高潮滩环境向低潮滩演化; 而80年代始,东海岸线由于钦江流域来沙的迅速堆积,沉积速率较高,岸线向海推移明显,沉积物中木本植物花粉和禾本科均有所增加,这和围垦修堤的人类活动加速了低潮滩向高潮滩演化有关.钦州湾总体表现出西向扩张,东向缩减的趋势.  相似文献   

8.
<正>本专辑除长江口外海底现代沉积速率~1论文外,其余全部是中国地质调查局淤泥质海岸带地质调查项目~2成果的集成。中国18000km长的大陆岸线中,约4000km是淤泥质岸线,包括淤泥质平原海岸线与港湾淤泥质海岸线,均与河海交互作用的形成过程有关。本研究涉及的淤泥质平原海岸带由三部分组成:1沿海低地,向陆可至晚更新世晚期或全新世海侵最大边界处;2潮间带;3水下岸坡与坏天气浪基面以上的毗邻浅海区,总面积30×10~4~40×104km~2。淤泥质潮间带在渤海、黄海、东海宽度  相似文献   

9.
根据1954~2001年的航卫片遥感信息,对长江皖江段的岸线特征及变化进行了调查和分析。航卫片解译,长江皖江段南、北岸线长度分别为405.4km(右岸)和438.8km(左岸),岸线总长844.2km。根据遥感影像特征和野外调查,将皖江岸带(线)划分为侵蚀岸(冲刷岸)、淤积岸和稳定岸3种类型,其中冲刷岸长426.4km,占岸线总长度的50.5%,左岸大于右岸;淤积岸长198.4km,占岸线总长度的23.5%;稳定岸长219.4km,占岸线总长度的26.0%。根据1954年、1969年、1975年和1986年4个时期的航片资料的对比解译,对1954~1969年、1969~1975年和1975~1986年3个时间段的岸线摆动幅度和速率进行了计算,从中发现,河道岸线的摆动主要是左岸侵蚀后退,段内岸线年平均变形强度在50m以上的有7处,在100m以上有2处。岸带变化的基本特征是:主河道长期右移,近期以左移为主;江心洲的平面变化复杂,汊道河段岸线变化强烈;鹅头形分汊河段演变具周期性特点。  相似文献   

10.
陈曦  倪金  邴智武  赵旭 《地质与资源》2011,20(5):354-357
基于RS和GIS技术,利用多期遥感影像数据,结合地形图、历史海图,定量分析了辽宁省海岸线近百年变迁特征.结果表明,自1909年以来,辽宁省海岸线的构型和长度发生了很大变化,陆地面积也相应增加.在全省范围内,从时序变化看,1909~1932年期间,海岸线变化最大,陆地面积增加最多,年增加速率也较快,1950~1980年期间,海岸线变化速率最小.从空间上看,各地段的岸线变化极不均衡,主要变化区域是辽东湾北部淤泥质海岸,大连附近的基岩岸段变化最小,最大的变化区段是双台子河段、复州湾和大洋河附近.  相似文献   

11.
杭州湾南岸是我国近代海岸线变化最大的海岸带之一.前人曾利用史料、遥感、土地利用等手段对这一带岸线的变化进行过大量的研究.最近,笔者等在慈溪市滨海平原中距海岸线2~3 km的二座孤山—伏龙山和海王山发现了海蚀崖、海蚀沟、海蚀穴等海蚀地貌,从而提供了对历史海岸线位置有明确指示意义的地质地貌证据.分析认为此乃20世纪60年代...  相似文献   

12.
Submerged aquatic vegetation (SAV) provides many important ecosystem functions, but SAV has been significantly reduced in many estuaries. We used spatial–statistical models to identify estuarine shoreline characteristics that explain variations in SAV abundance among subestuaries of the Chesapeake Bay and mid-Atlantic Coastal Bays. We summarized digital spatial data on shoreline construction, shoreline land use, physical characteristics, watershed land cover, and salinity for each subestuary. We related SAV abundance to shoreline characteristics and other stressors using univariate regression and multivariate models. The strongest univariate predictors of SAV abundance were percent shoreline forest, percent shoreline marsh, the percentage of shoreline that is 5–10 m tall, percent riprap, the percentage of subestuary area <2 m deep, percent herbaceous wetland, and percent shrubland. Shoreline marsh, bulkhead, and shoreline forest had different effects on SAV in different salinity zones. Percent riprap shoreline was the most important variable in a regression tree analysis of all the subestuaries, and percent deciduous forest in the watershed was the most important variable in a separate regression tree analysis on the mesohaline subestuaries. Subestuaries with <5.4 % riprap followed a significantly different temporal trajectory than those with >5.4 % riprap. SAV abundance has increased steadily since 1984 in subestuaries with <5.4 % riprap, but has not increased since 1996–1997 in subestuaries with >5.4 % riprap. Some shoreline characteristics interact with larger-scale factors like land cover and salinity zone to affect the distribution of SAV, while the effects of other shoreline characteristics are consistent among subestuaries with different salinities or local watershed land covers. Many shoreline characteristics can be controlled by management decisions, and our results help identify factors that managers should consider in efforts to increase SAV abundance.  相似文献   

13.
Aerial photographs taken in the 1963 and 2001 and bathymetric charts, in conjunction with coastal processes are analyzed to assess changes in rate of shoreline position, seabed level, and seabed grain sizes along the Tabarka–Berkoukech beach at the north-western Tunisian coastline. The littoral cell of this beach, 12-km-long, is bounded by pronounced embayments and rocky headlands separated by sandy stretches. Although not yet very much undeveloped, this littoral is still experienced degradation and modification, especially along its shoreline, with significant coastal erosion at some places. Results obtained from analysis of shoreline position indicate that El Morjene Beach is experienced a landward retreat of more than −62 m, at a maximum rate of −1.64 m/year, whereas the El corniche beach is advanced about 16–144 m, at an average rate of 0.42 m–3.78 m/year. This beach accretion has been formed on the updrift side of the Tabarka port constructed between 1966 and 1970. Comparison of bottom contours deduced from bathymetric charts surveyed in 1881 and 1996 off the coastline between Tabarka Port and El Morjene Beach identifies erosional areas (sediment source) and accretionary zones (sediment sink). Erosion (0.87–4.35 cm/year) occurs between El kebir River Mouth and El Morjene beach, whereas accretion exists in the zone down wind of the port ranges between 0.87 and 5.21 cm/year. Morphological analyses of the shoreline and the seabed of the study nearshore area indicate that shoreline retreat corresponds to areas of seabed scour (sediment source) while shoreline accretion is associated with areas of seabed deposition (sediment sink). Furthermore, simulation of wave propagation using STWAVE model combined with grain size distributions of the seabed shows that fine sands are much dominated in depositional areas with low wave energy, whereas coarser sands in erosive zones with high wave energy. The results obtained suggest that the change of seabed morphology, wave height pattern and grain size sediment have a great influence on the modification of shoreline morphology and dynamics.  相似文献   

14.
Human alteration of land cover (e.g., urban and agricultural land use) and shoreline hardening (e.g., bulkheading and rip rap revetment) are intensifying due to increasing human populations and sea level rise. Fishes and crustaceans that are ecologically and economically valuable to coastal systems may be affected by these changes, but direct links between these stressors and faunal populations have been elusive at large spatial scales. We examined nearshore abundance patterns of 15 common taxa across gradients of urban and agricultural land cover as well as wetland and hardened shoreline in tributary subestuaries of the Chesapeake Bay and Delaware Coastal Bays. We used a comprehensive landscape-scale study design that included 587 sites in 39 subestuaries. Our analyses indicate shoreline hardening has predominantly negative effects on estuarine fauna in water directly adjacent to the hardened shoreline and at the larger system-scale as cumulative hardened shoreline increased in the subestuary. In contrast, abundances of 12 of 15 species increased with the proportion of shoreline comprised of wetlands. Abundances of several species were also significantly related to watershed cropland cover, submerged aquatic vegetation, and total nitrogen, suggesting land-use-mediated effects on prey and refuge habitat. Specifically, abundances of four bottom-oriented species were negatively related to cropland cover, which is correlated with elevated nitrogen and reduced submerged and wetland vegetation in the receiving subestuary. These empirical relationships raise important considerations for conservation and management strategies in coastal environments.  相似文献   

15.
Sea erosion is a serious threat to life and property in coastal towns. The coastline of Ada Foah has been facing sea erosion and occasional flooding for several decades. This research investigated the socio-economic and environmental impacts of these geomorphic processes using social survey methods of data collection and shoreline change analysis. The main research tools used include questionnaire survey, interviews and Digital Shoreline Analysis System (DSAS) 4.2 software using extracted shorelines of 1926 ground survey sheet and 2008 Landsat ETM+ image to determine shoreline change between the periods. The research identified some environmental and socio-economic impacts of the sea erosion on the coastal community, and these include the destruction of coastal ecosystems and infrastructure such as offices of institutions, school blocks and roads. The ramifications of these problems include homelessness, unemployment and poverty, which compel victims to migrate. Results of shoreline change analysis indicate that, the Ada Foah shoreline has been receding since 1926 to date with a mean change in shoreline of 280.49?m and an average annual rate of 3.46?m/year. To protect the coastline from the battering sea, a sea defence project, comprising sand nourishment and the construction of groynes, is being undertaken.  相似文献   

16.
The eustatic sea-level rise due to global warming is predicted to reach approximately 18?C59 cm by the year 2100, which necessitates the identification and protection of sensitive sections of coastline. In this study, the classification of the southern coast of the Gulf of Corinth according to the sensitivity to the anticipated future sealevel rise is attempted by applying the Coastal Sensitivity Index (CSI), with variable ranges specifically modified for the coastal environment of Greece, utilizing GIS technology. The studied coastline has a length of 148 km and is oriented along the WNW-ESE direction. CSI calculation involves the relation of the following physical variables, associated with the sensitivity to long-term sea-level rise, in a quantifiable manner: geomorphology, coastal slope, relative sea-level rise rate, shoreline erosion or accretion rate, mean tidal range and mean wave height. For each variable, a relative risk value is assigned according to the potential magnitude of its contribution to physical changes on the coast as the sea-level rises. Every section of the coastline is assigned a risk ranking based on each variable, and the CSI is calculated as the square root of the product of the ranked variables divided by the total number of variables. Subsequently, a CSI map is produced for the studied coastline. This map showed that an extensive length of the coast (57.0 km, corresponding to 38.7% of the entire coastline) is characterized as highly and very highly sensitive primarily due to the low topography, the presence of erosionsusceptible geological formations and landforms and fast relative sea-level rise rates. Areas of high and very high CSI values host socio-economically important land uses and activities.  相似文献   

17.
《China Geology》2019,2(1):26-39
Bulletins of China’s National Sea Level show that the average rising rate of sea-levels in China is 3.3 mm/a over the past 40 years, with an obviously accelerated rising trend in the last decade. The rate of relative sea-level rise of the Yangtze River Delta reached >10 mm/a after considering the land subsidence, and Bohai Bay is even greater than 25 mm/a. The impact of the sea level rise to the coastal area will be greater in the coming years, so carrying out an assessment of this rising trend is urgent. This paper, taking the coastal area of Tianjin and Hebei as examples, comprehensively evaluates the impact of sea-level rise through multitemporal remote sensing shoreline interpretation, ground survey verification, elevation measurements for both seawall and coastal lowlands. The results show that the average elevation of the measured coastal areas of Tianjin and Hebei is about +4 m, and the total area of >100 km2 is already below the present mean sea level. More than 270 km, ca. 31% of the total length of the seawall, cannot withstand a 1-in-100-year storm surge. Numerical simulations of the storm flooding on the west coast of Bohai Bay, for 1-in-50-years, 1-in-100-years, 1-in-200-years and 1-in-500-years, show that if there were no coastal dykes, the maximum flooding area would exceed 3000 km2, 4000 km2, 5300 km2 and 7200 km2, respectively. The rising sea has a direct and potential impact on the coastal lowlands of Tianjin and Hebei. Based on the latest development in international sea-level rise prediction research, this paper proposes 0.5 m, 1.0 m and 1.5 m as low, middle and high sea level rise scenarios by 2100 for the study area, and combines the land subsidence and other factors to the elevation of the existing seawall. Comprehensive evaluation results indicate that even in the case of a low scenario, the existing seawall will not be able to withstand a 1-in-100-years storm surge in 2030, and the potential flooding areas predicted by the model will become a reality in the near future. Therefore, the seawall design in the coastal areas of Tianjin and Hebei must consider the combined effects of land subsidence, sea level rise and the extreme storm surges caused by it.©2019 China Geology Editorial Office.  相似文献   

18.
Detrimental effects of engineering works on the coast and a wish to conserve parts of the coastline have increased realization among coastal managers of the need to examine shoreline problems and proposals for protection in a wider spatial context than the site itself and over a longer time scale than the past few years. This paper outlines the approach taken in one region of the United Kingdom, the central south coast of England, to provide that wider perspective. Authorities responsible for coastal protection and sea defenses formed a coastal group, which, among other activities, commissioned research aimed at providing a greater understanding on which to base shoreline management decisions. A major project undertaken was a sediment transport study in which all existing information relating to coastal sediment processes in the region was collated and analyzed. All inputs, flows, and outputs of sediment were documented. Links between processes were examined for each part of the region. Finally, nine littoral cells of sediment circulation were identified and were suggested as forming a framework for shoreline management. The methods of compilation and analysis are outlined here and are exemplified for one area in the region. The approach is recommended as a cost-effective basis for strategic management of the coast in developed regions.  相似文献   

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