1988—2016年泰国湾海岸线变迁遥感分析

泰国湾近30年海岸线变迁剧烈。文章基于1988年、1996年、2006年和 2016年4个时期Landsat TM/OLI中等分辨率卫星遥感影像数据,开展了近30年泰国湾岸线长度时空变迁遥感监测,并应用数字海岸分析系统（DSAS）计算出4期岸线变迁速率,给出了4个时期泰国湾侵蚀淤积面积状况,分析了岸线变迁的自然因素和人类活动因素。并从岸线增长速率、岸线变迁速率、蚀淤面积状况、岸线类型变化4个方面给出结论。     

基于数字化海岸分析系统(DSAS)的海岸线变迁速率研究:以黄河三角洲和莱州湾海岸线为例

海岸线变化对海岸带生态环境改变、滨海土地侵蚀有着极其重要的影响,海岸线的提取和监测对海岸带生态系统的保护和管理具有重要意义。本研究基于数字化海岸线分析系统(DSAS,Digital Shoreline Analysis System),研究了黄河三角洲和莱州湾的海岸线时空变化规律。研究结果表明:通过提取1985-2015年6期的Landsat影像,发现近30年来黄河三角洲和莱州湾地区海岸线均呈现显著的向海方向扩张的趋势,且增长速率逐渐加快。黄河三角洲的终点变化速率(EPR,End Point Rate)约为73.0 m/a、线性回归速率(LRR,Linear Regression Rate)约为75.5 m/a,黄河港-大咀沟增长速度最快(129.2 m/a),受黄河泥沙输送的影响,黄河口和老黄河口岸线的几何形态呈现平滑的变化趋势;莱州湾岸线的EPR和LRR约为139.5 m/a和144.3 m/a,淄脉河河口-白浪河河口段增长速度最快(197.6 m/a),岸线变化较为显著的区域主要集中在港口、圈海堤坝、海水养殖等的地方。DSAS模型在海岸线定量化分析中具有显著优势,利用EPR和LRR指标能够科学有效地模拟岸线在时间和空间上的变化速率。     

Google Earth: A New Resource for Shoreline Change Estimation—Case Study from Jaffna Peninsula,Sri Lanka

Abstract

Estimation of shoreline change using satellite images is considered as a very effective method because the coastline is found highly dynamic. This study focuses to develop a methodology to detect shoreline changes using satellite imageries obtained from Google Earth platform. The study was carried out in north-east coastline of Jaffna in Sri Lanka. Shorelines from 2002 to 2017 were delineated on the multi-temporal satellite images in the Google Earth software by visual interpretation and change was detected using Digital Shoreline Analysis System in ArcGIS. Tidal variation, digitizing error, and geometric errors were considered to calculate the uncertainty. Mean End Point Rate, mean Shoreline Change Envelop, mean Net Shoreline Movement, and mean Weighted Linear Regression Rate were used as main shoreline change statistics. Result shows that there is net shoreline accretion of 6.13?±?8.74 m with an annual rate of deposition of 0.5?m/year. During the study period, 76.12% of the observed shoreline is found accreted while the 23.88% of the shoreline is eroded. Mean Uncertainty of the shoreline is 3.73?±?0.59 m. The study revealed that the satellite images from Google Earth platform can be used for time series analysis of shorelines after appropriate corrections.     

Assessment and prediction of shoreline change using multi-temporal satellite images and statistics: Case study of Damietta coast,Egypt

The shoreline trajectory of Damietta city, locates at the Northern coast of Egypt, is dramatically subjected to kinematic changes. These variations mainly occur based on the incessant duel hydrodynamic impacts of both wave action and coastal currents. Several types of coastal measures have been applied substantially along the coastal stretch of Damietta to protect shoreline such as detached breakwaters, Jetties, groins, and seawalls. This study is essentially focused on the assessment of shoreline kinematics response due to the existence of these structures during the period from 1990 to 2015. In addition, the future changes of the shoreline at 2020, 2025 and 2035 are predicted using satellite images, Geo-spatial tools and Digital Shoreline Analysis System (DSAS) by the meaning of End Point Rate (EPR) and Linear Regression Rate (LRR) methods. Four Landsat images at different periods; TM1990, TM 1999, ETM 2003 and ETM 2015 are used to detect shoreline changes. Three semi-automatic extraction techniques are initially tempted for Landsat ETM 2003 imagery namely; Iso cluster technique, threshold method, and onscreen digitizing method to select the optimal one. Iso cluster technique is used as the optimal technique which achieves the least errors with the corresponding field data in 2003 by value of 0.34. Furthermore, the extraction shoreline change for Damietta coast is extensively measured for three zones: zone (1) the western sector encompassing Damietta port with two jetties; zone (2) the central sector including detached breakwaters; zone (3) the eastern portion of Damietta estuary passing through a seawall. Verification analysis shows that the EPR is the optimum method for shoreline detection with a value of RMSE by 0.27. The results show that, for zone (1), the western shoreline of Damietta port is progressed by a rate of +10.0 m/year. On the other hand, the shoreline on the down drift side at zone (2) has retreated by a rate of -5.0 m/year. While the shoreline behind the detached breakwaters in the central sector has advanced by +12.0 m/year from 1999 to 2003, then decreased gradually until become stable in 2015. For zone (3), alongshore currents have derived the disassembled sandy soil from west to east leaving a highly eroded area by average rate of -78m/year. The results of this study give indication to shoreline trend of near future which should be under consideration in planning of Damietta coastal zone.     

基于数字岸线分析系统的海岸线时空变化速率分析——以海州湾为例

本文选取1985?2018年间具有代表性的6期Landsat遥感影像,运用数字海岸线分析系统,综合利用面积法和基线法定量分析海州湾的岸线变迁,并进行岸线分类和驱动力分析。结果表明,30多年来海州湾岸线整体呈持续向海推进的态势,增长岸线比例总体处于不断增加的趋势,除了2005?2009年发生短暂的减小;1985?2018年,岸线长度增加了10.40 km,陆域面积增加了52.84 km2;海州湾岸线以人工岸线为主,且比重日渐增大,从1985年的47.90%到2018年的70.88%,前中期的沿海围垦养殖及后期的围海造陆是海岸线变迁的主要驱动力;其终点变化速率为26.09 m/a,净海岸线变化为155.12 m,记录增加总横断面在各个时期均大于50%,岸线变迁最剧烈的区域为新沭河?高公岛段,陆域增长点在于赣榆新城、连云新城建设和连云港港口建设。     

近50 a来秀山岛岸线时空变化规律及其原因浅析

海岸线是十分重要的自然资源,海岸线的变化会影响生态平衡与人们的生活。本文以浙江省秀山岛1970、1980、2003、2008和2014年的遥感影像作为数据源,利用遥感和GIS技术方法,并采用DSAS的岸线分析方法揭示了秀山岛近50 a来岸线的时空变化规律。结果表明:在自然和人为的双重因素影响下,秀山岛的自然岸线和人工岸线发生大规模的变化,岸线长度总体上是减少的,共减少4 226 m,新增陆域面积2.491 km²;其中人工岸线减少了4 046 m,海塘面积增加1.971 km²,表现为大规模的向海推进,时空变化显著;自然岸线减少了214 m,主要是沙质岸线和淤泥质岸线的变化,整体表现为岸线小规模的后退,但是局部地区有向海推进的现象。     

Shoreline change detection using DSAS technique: Case of North Sinai coast,Egypt

This study focuses on the shoreline change detection along the North Sinai coast in Egypt using geographic information system and digital shoreline analysis system (DSAS) during the elapsed period from 1989 to 2016. The measurement of shoreline variation is mainly described for three zones: zone I, El-Tinah plain bay; zone II, El-Bardawil Lake; zone III, El-Arish valley. The rates of shoreline changes in the form of erosion and accretion patterns are automatically quantified by four statistical parameters functioned in DSAS namely endpoint rate, net shoreline movement, linear regression rate (LRR), and least median of squares. LRR results elucidate that the western seaside of El-Tinah plain bay has experienced an extremely dynamic feature with an average erosion rate of ?8.17?m/year. The littoral drifts have been driven by eastward alongshore currents toward the east side of the bay to be accreted with an average rate of +4.28?m/year. Moreover, the shoreline has progressed west of El-Bardawil inlet (1), El-Bardawil inlet (2), and El-Arish harbor. Subsequently, the corresponding average beach growth rates are found to be +2.7, +8.5, and +6.5?m/year, respectively. In contrast, the shoreline on the down-drift side to the east has negatively retreated, and the corresponding beaches have regressed at rates of ?4.5, ?8.65, and ?2.9?m/year, respectively.     

浙江省近50年大陆海岸线时空变迁分析

文章选取了1970-2018年近50年间具有代表性的6期Landsat、SPOT-5和GF-1卫星遥感影像,运用数字岸线分析系统,综合利用面积法、基线法等分析浙江省大陆岸线变迁,对岸线变化驱动力进行了分析。结果显示：（1）海岸线变化主要发生在杭州湾、象山港、三门湾、台州湾、乐清湾和瓯江口岸段,海岸线向海推进共围填海约14.77万hm2,海岸线的平均变化率为26.72m/a。（2）近50年来,浙江省大陆岸线呈明显递减趋势,海岸线减少了184.27 km,自然岸线减少了381.37 km,人工岸线增加了197.10 km。（3）浙江省大陆海岸线以人工岸线为主,人工岸线截弯取直,平直化严重,自然岸线保有量逐年降低。（4）围海养殖、围填海等人类活动是浙江省大陆海岸线变迁的主要驱动力因素。     

国际海岸线变化研究进展综述——基于文献计量学方法

以SCIE数据库为基础,基于1024篇文献和VOSviewer(Visualization of Similarities Viewer)文献网络分析软件,运用文献计量学方法分析1970年以来国际海岸线变化研究的发展特征,并结合文献综述方法,归纳海岸线变化研究主要涉及的科学问题及研究热点。研究表明:近50年来,国际上海岸线变化研究文献发文量整体呈上升趋势,主要涉及地球科学、环境科学和自然地理等学科,《Journal of Coastal Research》是此主题最主要的发文期刊;美国及其国内的地质调查局、杜克大学和佛罗里达大学一直引领该领域的研究及其发展,并形成以其为核心的主要合作集群;岸线侵蚀一直是该领域研究的重点问题,遥感和GIS逐渐发展为岸线变化研究的主要手段,海岸线变化的驱动力分析及模拟预测、岸线变化的自然与社会效应以及海岸带综合管理研究成为近年来的研究热点;中国在该领域的研究起步较晚,但发展迅速。本研究对促进我国海岸线变化研究的发展及海岸带综合管理实践有较好的参考和借鉴作用。     

1988—2015年马六甲海峡岸线时空变化特征分析

基于Landsat遥感影像,建立1988年、2000年和2015年3个时期马六甲海峡两侧的岸线数据,并从岸线结构、岸线变化速率、海陆格局和岸线开发利用强度等方面分析1988—2000年、2000—2015年和1988—2015年不同时段区域陆体以及槟城港等12个主要港口区域的岸线时空变化特征。结果如下:岸线结构变化显著,人工岸线长度和比例急剧增加,港口区域逐渐从单一类型主导向多元结构转变;除个别港口外,两侧岸线均呈向海扩张状态,南北两岸的岸线平均变化速率分别为0.91m/a和1.20m/a;因海峡南岸沼泽广布、地势低平及海平面上升等原因,其岸线稳定性差于海峡北岸;岸线开发利用强度持续增强,并表现出明显的海峡北岸强于南岸的空间差异,以及北岸第一阶段增长快于第二阶段,南岸第一阶段增长慢于第二阶段的时间差异。马六甲海峡的交通运输功能是两岸岸线变化的主要驱动因素。本研究对认识马六甲海峡两岸及港口区域岸线的时空变化和发展特征有重要意义,对海峡及港口岸线的综合管理具有一定借鉴作用。     

Integrated Assessment of Shoreline Change along the Calypsostranda (Svalbard) from Remote Sensing,Field Survey and GIS

Abstract

Arctic coasts are sensitive indicators of polar environment change. Here we present the results of a study that examines the coastal morphodynamics of the Calypsostranda coastline in Svalbard (High Arctic) between 2007 to 2017 and compare these short-term changes to previous studies for the period 1936–2007. During the 2007–2017 study period, the study area lost ca. 10,710 m², at a mean Net Shoreline Movement (NSM) of ?1.86 m and End Point Rate (EPR) ?0.19 m/yr. Erosion also dominated between 1936–2007, ?28,800 m², at a mean NSM of ?4.99 m and EPR ?0.07 m/yr. Using EPR and Linear Regression Rate (LRR) parameters, we divide the Calypsostranda coastline into eroding and aggrading zones. The overall pattern of coastline change during the two study periods is similar, but the rate of erosion is higher in the recent interval, reflecting stronger climate-driven processes. Recent climate warming in the study area has been accompanied by an intensification of extreme events such as storms (e.g. ocean swell). The situation is becoming more pronounced due to the progressively reduced period of winter shore ice. Depending on the anemometric conditions, the Calypsostranda coast is modified by wind waves, and consequently longshore currents and associated sediment movement.     

基于遥感的黄河三角洲海岸线变化研究

以黄河三角洲的Landsat TM/ETM+影像(1989~2009年)为数据源,采用遥感与地理信息系统技术,对黄河三角洲的岸线与面积变化进行监测。结果表明:1989年以来,黄河三角洲的岸线形状及长度均发生了较大变化,其中北部的刁口河流路区岸线向内陆蚀退明显;清水沟流路区的岸线整体向海域推进,部分区域有蚀退现象;神仙沟流路区主要为人工海堤,岸线变化不大。黄河三角洲的整体面积在1989~2009年处于增加中,但2006~2009年,面积变化为负值。从淤蚀情况来看,1989~2009年,黄河三角洲的淤蚀强度经历了"和缓-剧烈"的过程。这说明20年来黄河三角洲整体上处于增长发育中,但2006年后三角洲整体上呈现蚀退现象,同时黄河三角洲的淤蚀情况变得比以往更剧烈,意味着更强的海陆交汇作用和岸线变化。黄河的入海流路、水沙量、降水量等是影响三角洲岸线变化的重要因素,而人工堤坝能够在一定程度上维持海岸线的稳定。对黄河三角洲海岸线变化的研究有助于有效地管理和保护区域的社会和生态环境。     

近三十年来曹妃甸岸线岛体时空演变特征分析

在对1979年、1987年、1991年、1997年、2002年-2005年、2008年、2012年十个时期曹妃甸遥感影像图解译的基础上,从自然地理学角度对岸线和岛体历史演变趋势进行系统分析,得到曹妃甸岸线和岛体动态变化。研究结果显示,曹妃甸岛体面积在近半个世纪发生了较大的变化,由0.34 km2增加为227.34 km2;岸线整体表现为向海推进,1979年曹妃甸陆域岸线25.21%为自然岸线,之后自然岸线比例逐渐减少,自2002年起人工岸线占据了曹妃甸陆域岸线的全部,2012年岛体整体人工岸线长度较1989年自然岸线增长10倍之多;岛体在自然演变时期呈现中部侵蚀、两端淤积、端点延长、西向漂移且中心点逐步向大陆靠拢的变化特征,自2005年起自然状态岛体已不复存在。     

Multi-decadal shoreline change and beach connectivity in a high-energy sand system

ABSTRACT

Understanding how and why the world’s coastlines are changing is a pressing international concern in a context of rising sea levels, increased climatic variability and intensifying coastal development. Medium to long-term records of coastal change are rare worldwide and often limited to individual beach compartments. This study presents a 70-year (1940–2010) aerial imagery record to compare decadal changes in shoreline position across four high-energy west coast beaches near Auckland, New Zealand/Aotearoa: Whatipu, Karekare, Piha and Te Henga (Bethells). The common exposure of these adjacent mesotidal beaches to changing wind and wave conditions might, if they present the dominant controls on shoreline position, be expected to produce synchronous change. Whatipu (935?m), Piha (32?m) and Te Henga (52?m) showed net overall progradation for the study period, while Karekare retreated slightly (?4.1?m). All except Whatipu underwent periods of beachwide erosion. Shoreline change was not coherent between beaches, despite similar exposure to variations in wind, wave and sea level. Variable sediment supply from northward littoral drift is implicated as the primary control on decadal-scale shoreline change for these beaches, highlighting the importance of local context in influencing shoreline response to changing environmental conditions.     

Megacusps on rip channel bathymetry: Observations and modeling

The formation of beach megacusps along the shoreline of southern Monterey Bay, CA, is investigated using time-averaged video and simulated with XBeach, a recently developed coastal sediment transport model. Investigations focus on the hydrodynamic role played by the bay's ever-present rip channels. A review of four years of video and wave data from Sand City, CA, indicates that megacusps most often form shoreward of rip channels under larger waves (significant wave height (H_s) = 1.5–2.0 m). However, they also occasionally appear shoreward of shoals when waves are smaller (H_s ~ 1 m) and the mean water level is higher on the beach. After calibration to the Sand City site, XBeach is shown to hindcast measured shoreline change moderately well (skill = 0.41) but to overpredict the erosion of the swash region and beach face. Simulations with small to moderate waves (H_s = 0.5–1.2 m) suggest, similar to field data, that megacusps will form shoreward of either rip channels or shoals, depending on mean daily water level and pre-existing beach shape. A frequency-based analysis of sediment transport forcing is performed, decomposing transport processes to the mean, infragravity, and very-low-frequency (VLF) contributions for two highlighted cases. Results indicate that the mean flow plays the dominant role in both types of megacusp formation, but that VLF oscillations in sediment concentration and advective flow are also significant.     

Short-Term Morphological and Shoreline Changes at Trinkat Island,Andaman and Nicobar,India, After the 2004 Tsunami

The tsunami waves generated during the Sumatra-Andaman earthquake of 26 December 2004 devastated the coastal area along Trinkat Island, causing sudden changes to the morphology of the landforms. This study uses a series of satellite images to record the short-term morphological response and shoreline changes as well as the recovery of coastal land after its destruction. Results indicate that the island experienced substantial erosion and a significant reduction in land area. Shoreline erosion is more prevalent than accretion at an average linear regression rate of ～?9 m per year between 2004 and 2013. The major morphological changes at Trinkat Island were observed in coastal inlets, beaches, and bay head-lands. Straight beaches had almost recovered eight years after the tsunami; however, erosion is continually observed in other areas. Our study will help understanding the response and recovery of shorelines in Indian Ocean regions after the 2004 tsunami.     

Temporal changes of accretion rates on an estuarine salt marsh during the late Holocene — Reflection of local sea level changes? The Wadden Sea, Denmark

The temporal variability of estuarine sedimentation has been investigated in the northernmost part of the Wadden Sea (Denmark), using an estuarine sedimentary sequence at Ho Havn. The sedimentary sequence appears to have been deposited within the last ∼ 2000 yr based on detailed luminescence dating of the estuarine mud, whose ages range between 225 ± 40 and 2050 ± 300 yr. The age-depth profile reveals that the sedimentation rate has varied considerably in the past. Estuarine sedimentation was very rapid ∼ 1400 yr ago; the ages over almost 1 m of sediment are indistinguishable. After this accretion rate of ∼ 9 mm a^− 1, the rate dropped abruptly to ∼ 0.3 mm a^− 1 some time between 1340 and 970 yr ago. This slow rate of accretion continued until ∼ 350 yr ago, when it accelerated to ∼ 1.3 mm a^− 1. These abrupt changes in the accretion rate are possibly related to local sea level fluctuations, thus the period with low accretion rate most probably reflects a situation with a stable or decreasing relative sea level. The rapid deposition of ∼ 0.9 m of sediment within about one century some 1400 yr ago shows that large amounts of fine-grained sediment were available for deposition in the region at that time, and an increasing relative sea level was most probably responsible for the creation of the accommodation space for sedimentation. Recent studies on mudflats and salt marshes in the region also tend to show high accretion rates, indicating that the coastal lagoons could be less vulnerable and threatened by a future sea level rise than generally believed.     

空间分辨率对海岸线时空演变遥感分析的影响——以渤海湾为例

文章针对中低分辨率遥感影像难以提取海岸线中小尺度变化的实际问题,以渤海湾为例,利用2010—2020年SPOT5、GF-1/6、ZY-3等高分辨率遥感影像,采用数字海岸线分析和分形维数方法获取渤海湾海岸线位置变迁速率和复杂度变化过程;针对目前渤海湾海岸线变迁分析研究多基于中低分辨率遥感影像的问题,结合同时期的Landsat影像,分析遥感影像空间分辨率对渤海湾海岸线变迁速率和分形维数的影响。研究结果表明,遥感影像空间分辨率差异对分形维数的影响较小,但对不同类型的岸线变迁速率影响显著;渤海湾海岸线在2010—2020年的变化呈现出由剧烈过渡至相对稳定的状态,伴随着海岸线位置的变化,岸线的分形维数呈现出先上升再至平稳的趋势。相关研究成果能够为渤海湾地区海洋资源利用优化、海岸线及滩涂湿地等自然资源保护提供数据支持。     

人工岸线建设对浙江大陆海岸线格局的影响

海岸人工地貌建设是沿海国家开发利用海岸带资源的重要方式,海岸人工岸线的形成改变了自然岸线的格局,并影响着岸线的自然演替规律。基于1990,2000和2010年3期TM遥感影像,提取不同时相的浙江省大陆海岸线信息,对浙江大陆海岸线类型构成及人工岸线建设对岸线格局的影响进行了分析。结果表明:(1)受人类开发活动的影响,近20 a来浙江大陆海岸格局以人工岸线不断增长为特征;(2)不同岸段的人工岸线增长速度有明显差异,以杭州湾、三门湾及台州湾沿岸岸线变化最为显著;(3)20 a间,浙江大陆岸线整体向海推进趋势明显,仅少数岸线发生了海岸蚀退;(4)人工岸线的建设通过对自然岸线的截弯取直,缩短了自然岸线的长度,降低了自然岸线的曲折度,却使浙江省大陆海岸线的多样性指数不断增加。     

江苏中部淤泥质海岸岸线变化遥感监测研究

海岸线监测是了解海岸冲淤变化的基础。针对淤泥质海岸潮间带坡度平缓的特点,考虑到潮汐对遥感海岸线监测的影响,基于多潮位站插值校正的水边线离散点潮位赋值及坡度计算对水边线方法进行了改进,并结合潮间带实测坡度资料校正,推算遥感海岸线。选择江苏中部冲淤变化频繁、自然岸线保有率较高的扁担河口至川东港岸段开展海岸线变迁遥感监测研究。结果表明,研究区坡度主要在0.001~0.002之间,潮间带宽度由北向南越来越宽。北部扁担河口至射阳河口岸段处于冲刷环境中,大量以养殖塘围堤为主的人工岸线不断被侵蚀后退;射阳河口至四卯酉河口岸段以海岸线在自然状态下的动态变化为主,2010-2015年平均冲淤速率小于10 m/a,变化幅度较小;南部四卯酉河口至川东港岸段,自然岸线淤长明显,同时人工围垦导致岸线不断向海推进。根据监测结果,认为新洋港至斗龙港岸段应为研究区由北部侵蚀转向南部淤长的过渡带。