近三十年青藏高原内流区湖泊岸线形态的时空演变     

王哲  刘凯  詹鹏飞  王纯  范辰媛  宋春桥  汤国安 《地理研究》2022,41(4):980-996

湖泊岸线形态是描述和定量表达湖泊空间分布特征的重要维度。近年来,受气候暖湿化影响,青藏高原内流区湖泊总体呈现快速扩张趋势,湖泊的动态变化不仅体现在面积、水位、水量等水文参数上,还引起湖泊形态的显著变化。基于多期湖泊分布数据,结合分形和景观生态学理论,构建了湖泊岸线形态特征量化的指标体系,对1990年以来,青藏高原内流区湖泊岸线形态的时空变化特征及其影响因素进行定量分析。结果表明：① 近三十年来青藏高原内流区湖泊的分形维数和岸线发育系数总体呈上升趋势,湖泊的近圆率在此期间呈下降趋势,湖泊长宽比指数则无明显变化。② 青藏高原内流区湖泊岸线形态的总体演变特征受到地质构造的控制,体现出一定空间自相关性,断陷湖区的湖泊岸线形态及其变化要明显复杂于坳陷湖区。区域湖泊岸线的变化幅度大致从东北向西南递减,变化幅度在可可西里地区、羌塘高原中部以及羌塘高原东南部3个区域存在空间自相关性。③ 湖泊岸线形态的变化受岸线周边的地形影响,湖滨地形落差较大的区域,湖泊岸线相对稳定,变化速度较慢。岸线指数的变化量与岸线周边1 km缓冲区内的平均高差存在幂函数关系。④ 该区域湖泊岸线形态的变化和湖泊面积的变化幅度也存在一定相关性,当湖泊处于扩张阶段时,湖泊的分形维数和岸线发育系数总体呈现增加趋势,反之减少。本研究揭示了气候暖湿化背景下青藏高原内流区湖泊岸线形态的变化格局与影响特征,讨论了湖泊岸线形态及其变化格局与湖区的地质构造,气候与水文等多个要素间的关系,丰富了湖泊动态变化研究的视角与方法,为深入理解青藏高原湖泊对气候变化的响应特征,监测湖泊变化对湖盆地貌、水系连通度以及湖滨带生态环境等影响提供了科学参考。  相似文献   

华南西部火山岛地区滨海浅层地下水的水质现状研究   总被引：2，自引：2，他引：0       下载免费PDF全文

甘华阳  林进清  夏真  何海军  路剑飞  黄向青  张顺枝 《中国地质调查》2017,4(4):80-87

雷州半岛与海南岛一峡相隔,气候和地质环境相似。近年来,随着经济社会的快速发展,沿海地下水抽用频繁,发展和环境的矛盾日益突出。为了解滨海地区地下水的分布、变化及其与环境的关系,在雷州半岛和海南岛滨海地区进行了浅层地下水井钻凿和地下水潮周期化学连续取样及实验测试。对数据的分析与评价结果表明: 全部监测井为Na-Cl型,除个别监测井外,大多数监测井浅层地下水的溶解性固体总量(total amount of dissolved solids,TDS)和氯离子、硫酸盐、钠离子等含量较高,其中TDS和氯离子含量最高,分别接近39.00 g/L和20.00 g/L,取样时段内波动较大,类型以偏酸性重碳酸盐为主转为以偏碱性钠离子和氯化物为主; 受制于地质环境条件,地下水自我调节能力以“一般”和“弱”居多,水质为IV—V级,且不随测次而变化,表明至少在短期内不会改变。滨海地区浅层地下水水质既与地质环境条件关系密切,也与人类活动有关,还可能受到深层承压古海水释放的影响。影响地下水水质的因素较为复杂,需要进一步加强综合研究和监测。  相似文献   

Impact of model free parameters and sea-level rise uncertainties on 20-years shoreline hindcast: the case of Truc Vert beach (SW France)     

Maurizio D'Anna  Déborah Idier  Bruno Castelle  Gonéri Le Cozannet  Jeremy Rohmer  Arthur Robinet 《地球表面变化过程与地形》2020,45(8):1895-1907

Shoreline change is driven by various complex processes interacting at a large range of temporal and spatial scales, making shoreline reconstructions and predictions challenging and uncertain. Despite recent progress in addressing uncertainties related to the physics of sea-level rise, very little effort is made towards understanding and reducing the uncertainties related to wave-driven shoreline response. To fill this gap, the uncertainties associated with the long-term modelling of shoreline change are analysed at a high-energy cross-shore transport dominated site. Using the state-of-the-art LX-Shore shoreline change model, we produce a probabilistic shoreline reconstruction, based on 3000 simulations over the past 20 years at Truc Vert beach, southwest France, whereby sea-level rise rate, depth of closure and three model free parameters are considered uncertain variables. We further address the relative impact of each source of uncertainty on the model results performing a Global Sensitivity Analysis. This analysis shows that the shoreline changes are mainly sensitive to the three parameters of the wave-driven model, but also that the sensitivity to each of these parameters is strongly modulated seasonally and interannually, in relation with wave energy variability, and depends on the time scale of interest. These results have strong implications on the model skill sensitivity to the calibration period as well as for the predictive skill of the model in a context of future climate change affecting wave climate and extremes. © 2020 John Wiley & Sons, Ltd.  相似文献   

1996-2022年黄河三角洲行水河口岸线稳定性研究     

左凤娇  曹印  范镇  殷鹏均  李瑞  钱张帆  王红艳  战超  王庆 《海洋通报》2024,(3)

黄河清八汊现行河口自改汊以来发生了巨大变化,监测其岸线变化,探讨其稳定程度对海岸带可持续发展以及海岸带韧性评估具有重要意义。本研究利用GPS、GIS、RS技术从1996—2022年黄河三角洲行水河口的220幅遥感影像中推断出年平均海岸线位置,同时根据行水河口摆动次数划分为5个阶段,并以此为基础对海岸线变迁及其稳定性进行定量分析。结果表明：行水河口岸线长期处于动态变化过程中,整体呈淤进状态,各岸段岸线时空变化特征不同,最大侵蚀（-73.89m/a）区出现在两丁坝之间,最大淤积（393.20m/a）区出现在河口区附近。研究区90%的岸线表现为较强淤积至严重淤积,稳定性指数由两丁坝之间（0.135）、2007年出汊前旧河口（0.068）、2007年出汊后新生河口（0.006）依次降低。入海水沙量、河口位置变迁以及沿岸输沙是影响岸线稳定性出现时空差异的主要原因。  相似文献   

飞雁滩油田保滩促淤先导试验研究     

廖绍华  鞠美丽  蒲高军 《海岸工程》2009,28(3):69-75

介绍和分析了飞雁滩油田保滩促淤先导试验工程中采用的倒“T”形潜堤结构、初期破坏原因及相应加固措施，初步探讨了潜堤的保滩促淤效果和淤积速率，并对潜堤顶高程设计提出了建议。  相似文献   

Effects of Coastline Changes on Tide System of Yellow Sea off Jiangsu Coast, China     

陈可锋  王艳红  陆培东  郑金海 《海洋工程》2009,(4):741-750

On the basis of historical documents, this paper studies the evolutionary processes of the Jiangsu coast and re-establishes the positions of the shoreline in different periods. The East China Sea and the Yellow Sea mathematical models are applied to simulate and analyze the large-scale tidal waves changes under the influence of the coastal change in Jiangsu since 1855 when the Yellow River changed its lower course into the Bohai Sea. Results from this study can be summarized in the following aspects: (1) the coastline change strongly affects tidal waves in the region. Generally, the tidal amplitude decreases when the coastline changes in the north coast of the abandoned Yellow River Delta, whilst increases in the south of this region. The maximum variation of tidal amplitude takes place near the Radial Sandbank. (2) Following the erosion of the abandoned Yellow River Delta in the past century, the non-tidal points of M2 and K1 partial tides move to southwest gradually. (3) In the early 20th century, with the coastline changed, tidal range decreased 30~60 cm. From the abandoned Yellow River mouth to the Lvsi Port, the maximum increase of tidal range can exceed almost 150 cm. From the early 20th century to the early 21th century, the tidal range increases by 20~50 cm outside the radial sandbank. Whereas, the tidal range reduced near the abandoned Yellow River by 30~50 cm.  相似文献