基于GF-1卫星遥感影像的港口空间格局监测与评估——以营口鲅鱼圈港区为例          下载免费PDF全文

李序春  徐惠民  索安宁 《海洋开发与管理》2018,35(11):32-36,41

文章采用国产GF-1卫星遥感影像,通过对港口内部空间格局以及各组成单元特征进行分析,建立了面向对象的港口空间格局遥感监测方法与步骤,探索构建了码头岸线指数、码头岸线利用指数、码头指数、堆场指数和港池指数等港口空间格局集约利用评估指标,并以营口鲅鱼圈港区为例进行实证研究。结果显示:营口鲅鱼圈港区的码头岸线指数为0.51,码头岸线利用指数为1 498.16万t/km,码头指数为12.23hm~2/km,港池指数为242.76hm~2/km,堆场指数为108.46hm~2/km。码头岸线与码头面积、堆场面积、港池面积的基本比例为1.00∶12.00∶108.00∶250.00。营口鲅鱼圈港区仍有8 821.17万t/a的吞吐量提升空间。  相似文献   

无人机遥感在河流岸线资源监管中的应用     

陈黎  刘淑冰  李万能 《热带地理》2019,39(4):521-530

以广东省一村级河长监管河段岸线管理范围为研究区域，利用民用轻型无人机采集现场数据，经影像拼接、目标解译和相关资料叠加分析，快速获取了岸线侵占后的界桩、围栏与补种乔灌草等整改措施实施情况，通过整改设计图与遥感判读出的现状结果对比，精准筛查整改措施未落实或整改不到位等监管所需掌握的现存问题区域。研究结果显示：相比传统现场核查，基于无人机遥感方法对于点状目标（如界桩）和线状目标（如围栏）的排查更加高效直观，对面状分布目标（如植被栽植）的复核更具备现场核查所无法比拟的优势，部分不易到达区域的复核的任务也都能较好地解决。无人机遥感作为获取空间数据的重要手段之一，具有机动灵活、影像分辨率高等特点，基于无人机技术的岸线监管可较好解决当前日常监管中存在的问题，对河流岸线监管具有重要意义，应用前景广阔。  相似文献   

海岸线的溢油环境敏感性评价研究进展     

包木太  孙晓军  王鑫平  孙培艳  李一鸣  陆金仁  李阳 《中国海洋大学学报(自然科学版)》2020,50(3):19-26

海域溢油环境敏感性评价工作是溢油应急规划的基础,有利于溢油事故的应急处理。本文对海岸线的溢油环境敏感型的主要评价方法和选取的评价指标进行了总结;在溢油环境敏感性评价中采用的方法主要包含指数法、层次分析法、德尔菲法、模糊综合评价法等;在研究中,各类方法具有不同特点,多为各种方法同时使用。目前,国内外研究中选取的各类指标可总结归为物理指标、生物指标、社会-经济指标三大类,并且针对部分指标选取的理论依据进行了论述。探讨了较为系统化的评价指标体系的构建。综述了海岸线溢油环境敏感性评价的国内外的主要研究进展。最后指出当前溢油环境敏感性评价中存在的不足,如评价体系系统性差、评价指标科学性低及评价过程主观性强等,而加强学科交叉的同时对目前研究中不足深入研究将是后续的研究重点。  相似文献   

The Composite Nature of the Provo Level of Lake Bonneville, Great Basin, Western North America     

Dorothy Sack 《Quaternary Research》1999,52(3):316

Deposits of a transgressive-phase Lake Bonneville stillstand or oscillation are found just below the elevation of the regressive-phase Provo shoreline at numerous exposures throughout the Bonneville basin. Existence of these subProvo shoreline deposits provides a new explanation for the massive size of Provo depositional and erosional landforms, which can no longer be explained by a long stillstand at the Provo shoreline. Provo coastal landforms are large because they are superimposed on subProvo landforms. Results also help to clarify divergent interpretations regarding the relative age of the Provo shoreline and the number of times it was occupied by the water plane. Occupation of approximately the same level during both the transgressive and the regressive phase of Lake Bonneville may be coincidental, or it may indicate that a bedrock sill controlled outflow at subProvo as well as Provo time. Rise to the Bonneville level could have occurred after massive slope failure plugged the outlet pass.  相似文献   

Impact of river training walls on adjacent beaches, Ballina, New South Wales, Australia     

黄海军 《中国海洋湖沼学报》1999,17(1):41-48

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Hydrogeomorphic processes of thermokarst lakes with grounded‐ice and floating‐ice regimes on the Arctic coastal plain,Alaska     

Christopher D. Arp  Benjamin M. Jones  Frank E. Urban  Guido Grosse 《水文研究》2011,25(15):2422-2438

Thermokarst lakes cover > 20% of the landscape throughout much of the Alaskan Arctic Coastal Plain (ACP) with shallow lakes freezing solid (grounded ice) and deeper lakes maintaining perennial liquid water (floating ice). Thus, lake depth relative to maximum ice thickness (1·5–2·0 m) represents an important threshold that impacts permafrost, aquatic habitat, and potentially geomorphic and hydrologic behaviour. We studied coupled hydrogeomorphic processes of 13 lakes representing a depth gradient across this threshold of maximum ice thickness by analysing remotely sensed, water quality, and climatic data over a 35‐year period. Shoreline erosion rates due to permafrost degradation ranged from < 0·2 m/year in very shallow lakes (0·4 m) up to 1·8 m/year in the deepest lakes (2·6 m). This pattern of thermokarst expansion masked detection of lake hydrologic change using remotely sensed imagery except for the shallowest lakes with stable shorelines. Changes in the surface area of these shallow lakes tracked interannual variation in precipitation minus evaporation (P ? E_L) with periods of full and nearly dry basins. Shorter‐term (2004–2008) specific conductance data indicated a drying pattern across lakes of all depths consistent with the long‐term record for only shallow lakes. Our analysis suggests that grounded‐ice lakes are ice‐free on average 37 days longer than floating‐ice lakes resulting in a longer period of evaporative loss and more frequent negative P ? E_L. These results suggest divergent hydrogeomorphic responses to a changing Arctic climate depending on the threshold created by water depth relative to maximum ice thickness in ACP lakes. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Rapid tidal marsh development in anthropogenic backwaters     

Brian Yellen  Jonathan Woodruff  Caroline Ladlow  David K. Ralston  Sarah Fernald  Waverly Lau 《地球表面变化过程与地形》2021,46(3):554-572

Tidal marsh restoration and creation is growing in popularity due to the many and diverse sets of services these important ecosystems provide. However, it is unclear what conditions within constructed settings will lead to the successful establishment of tidal marsh. Here we provide documentation for widespread and rapid development of tidal freshwater wetlands for a major urban estuary as an unintended result of early industrial development. Anthropogenic backwater areas established behind railroad berms, jetties, and dredge spoil islands resulted in the rapid accumulation of clastic material and the subsequent initiation of emergent marshes. In one case, historical aerial photos document this transition occurring in less than 18 years, offering a timeframe for marsh development. Accretion rates for anthropogenic tidal marshes and mudflats average 0.8–1.1 and 0.6–0.7 cm year⁻¹, respectively, equivalent to two to three times the rate of relative sea level rise as well as the observed accretion rate at a 6000+ year-old reference marsh in the study area. Paired historical and geospatial analysis revealed that more than half of all the tidal wetlands on the Hudson River were likely triggered by anthropogenic development since the onset of the industrial era, including two-thirds of the emergent cattail marsh. These inadvertently constructed tidal wetlands currently trap roughly 6% of the Hudson River's sediment load. Results indicate that when sediment is readily available, freshwater tidal wetlands can develop relatively rapidly in sheltered settings. The study sites serve as useful examples to help guide future tidal marsh creation and restoration efforts.  相似文献   

The depositional architecture and facies variability of shelf deltas in the Eocene Battfjellet Formation,Nathorst Land,Spitsbergen     

Sten‐Andreas Grundvåg  William Helland‐Hansen  Erik P. Johannessen  Andreas H. Olsen  Stig A. K. Stene 《Sedimentology》2014,61(7):2172-2204

Deltas are commonly classified according to their plan‐view morphology as either river‐dominated, tide‐dominated or wave‐dominated. However, most deltas form under the mixed influence of these processes, commonly with laterally varying process regimes. It has also become clear that there is a mismatch between the plan‐view morphology and internal facies composition in some deltas. Combined outcrop and subsurface data from the Eocene Battfjellet Formation, Spitsbergen, provide an example of ancient shelf deltas that formed under mixed influence. Internally, these shelf deltas are characterized by wave‐dominated facies that are normally associated with strike‐extensive, nearly linear shoreline sandstones. However, the formation comprises partially overlapping sandstone bodies of limited lateral extent (<20 km in any direction). This stacking pattern is attributed to frequent autogenic lobe switching that caused localized and rapid transgressions. Such processes typify fluvial‐dominated deltas and occur less commonly in wave‐dominated ones. Thus, there is an apparent mismatch between inferred plan‐view morphology and internal facies composition. It is argued that the Battfjellet deltas were flood‐dominated and prograded mainly during periods of high fluvial discharge. However, reworking of the fluvial‐flood facies by fair‐weather and storm waves, as well as longshore currents, resulted in a wave‐dominated facies character. Delta lobes undergoing auto‐retreat were particularly prone to reworking by basinal processes, including tidal currents. It is suggested that repeated delta progradation from inner shelf settings towards the outer shelf and shelf edge was aided by high sediment supply rather than relative falls in sea‐level as previously suggested. This interpretation is supported by: (i) the lack of major facies dislocations and extensive sub‐aerial unconformities; and (ii) an overall relative rise in sea‐level as evidenced by an overall low‐angle (0·8 to 1·2°) ascending shoreline trajectory. The latter results from the combined effect of basin subsidence, eustatic highstand and sediment compaction.  相似文献   

基于遥感的珠江口海岸线变迁分析          下载免费PDF全文

张怡  李晓敏  马毅  包玉海 《海洋测绘》2014,(3):52-55

利用1990年、2000年和2010年三个时相的遥感影像,进行2000年前后两个十年的海岸线变迁情况对比分析。结果表明:2000年前的十年间,珠江口海岸线向海推进,导致面积共增加了16486.63ha,主要受人为因素影响,围海养殖是本时段海岸线变迁的主要因素;2000年后的十年间,珠江口海岸线继续向海推进,但推进速度降低,导致面积增加了9280.15ha,填海造地是这一时段海岸线变迁的主要因素。又根据珠江口的区域特征,以珠江入海八大口门为界,将整个研究区划分为九个岸段进行了详细分析。  相似文献   

1980～2017年环渤海海岸线和围填海时空演变及其影响机制     

魏帆  韩广轩  韩美  张金萍  栗云召  赵建民 《地理科学》2019,39(6):997-1007

运用3S技术,采用水体指数法（MNDWI）、分形维数法、土地利用转移矩阵和回归分析等方法,以环渤海海岸带1980、1985、1990、1995、2000、2005、2010、2015和2017年9个时期TM遥感影像为主数据源,研究近40 a围填海活动影响下的环渤海海岸线动态演变特征。结果表明：1980~2017年环渤海海岸线增加了1 159.9 km,分形维数持续增加,岸线呈曲折化。其中,人工岸线增长了1 977.9 km,自然岸线减少了80%。重点变化区域包括黄河三角洲及莱州湾、渤海湾、辽东湾顶部、普兰店湾等地区。1980~2017年环渤海围填海的面积增加了1 988.5 km ²。主要类型由养殖池、盐田及农用地向养殖池、盐田、建筑用地转化。围填海活动与岸线长度、属性变化呈显著线性关系。综上,水产养殖、围海晒盐、农田开垦、工业化和城镇化建设等围填海活动影响了岸线长度及属性等特征的变化。  相似文献