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41.
42.
Bérengère Laslandes Florence Sylvestre Abdelfettah Sifeddine Bruno Turcq Ana Luiza S. Albuquerque Jorge Abrão 《Comptes Rendus Geoscience》2006,338(10):667-675
This study concerns a core collected in Brejo do Espinho's lagoon from Cabo Frio littoral (Brazil) submitted to dry influence of local upwelling controlled by north-east trade winds from the South Atlantic and particularly strengthened during El Niño events. Diatoms study supported by sedimentological and isotopic analyses shows dry phases infrequent before 4000 yr, a highly variable climatic phase between 3600 and 2900 yr and from 2400 yr onward a dryness enhancement. To cite this article: B. Laslandes et al., C. R. Geoscience 338 (2006). 相似文献
43.
Neetu Agnihotri P. Chittibabu Indu Jain P. C. Sinha A. D. Rao S. K. Dube 《Natural Hazards》2006,39(1):83-101
The paper describes a two-dimensional bay–river coupled numerical model for storm surges along the Andhra coast of India.
The effect of the Krishna and Godavari rivers on the surge development is analysed. A comparative study of the surge generated
by a tropical cyclone with and without the inclusion of rivers is done in detail. Three cyclones that struck the Andhra coast
in November 1977, May 1990 and November 1996 were used for the simulation studies. It is found that the idealized model without
a river overestimates the sea-level elevation as compared to a more realistic bay–river coupled model. The temporal variation
of surge values at the mouth of the rivers is also studied for all three cyclone cases. It is found that the effect of the
presence of rivers depends on the strength of the cyclone, its point of landfall and the location of the rivers with respect
to the landfall point. 相似文献
44.
根据历史和实测资料研究慈溪市海岸变化过程及其成因,结果表明:1)距今约2 500 a慈溪全境已形成南丘北海、中部为滨海平原的地貌格局;2)慈溪滩涂属于淤涨型滩涂,自宋代以来已修建11道海塘,新中国成立前海岸线平均每年向外推移25 m,之后则达到50~100 m;3)慈溪滩涂形成演变的影响因子包括地形约束、河川径流和人类活动等,近代人类活动的作用强度越来越大;4)西三闸附近涨潮潮位增高和庵东滩面淤高、扩大是西三潮沟形成的主要动力因素,其诱因是大规模的人类活动。西三潮沟的整治原则应是“因势利导,围涂治沟”。鉴于目前西三潮沟东西两侧都已完成直堤工程,建议在钱塘江连续丰水年时抛石筑坝,彻底截断西三潮沟。 相似文献
45.
Three experimental plots, covering the transition from the upper beach to the dune, on the North Sea coast of France were monitored at various intervals over a period of 18–24 months via high resolution terrain surveys in order to determine inter-site sand budget variability, as well as patterns and processes involved in sand exchanges between the upper beach and dune. The wind regime consists of a fairly balanced mix of moderate (80% of winds are below 8 m/s) onshore, offshore and shore-parallel winds. Sustained dune accretion over several years depends on the periodic local onshore welding of shoreface tidal banks that have developed in the storm- and tide-dominated setting of the southern North Sea. The only site where this has occurred in the recent past is Calais, where bank welding has created a wide accreting upper beach sand flat. At this site, significant sand supply from the subtidal sand bank reservoir to the upper beach flat occurred only once over the 18-month survey following a major storm. The bulk of the sand deposited over this large flat is not directly integrated into the adjacent embryo dunes by onshore winds but is progressively reworked in situ into developing dunes or transported alongshore by the balanced wind regime, thus resulting in alongshore stretching of the embryo dune system. The Leffrinckoucke site near Belgium shows moderate beach–dune mobility and accretion, while the Wissant site exhibits significant upper beach bedform mobility controlled by strong longshore currents that result in large beach budget fluctuations with little net budget change, to the detriment of the adjacent dunes. Accretion at these two sites, which are representative of the rest of the North Sea coast of France, is presently constrained by the absence of a shore-attached sand bank supply reservoir, while upper beach–dune sand exchanges are further limited by the narrow wave-affected upper beach, the intertidal morphology of bars and troughs which segments the aeolian fetch, and the moderate wind energy conditions. The balanced wind regime limits net sand mobilisation in favour of either the beach or the dune, and may explain the relatively narrow longshore morphology of the dune ridges bounding this coast. 相似文献
46.
本文以z坐标下的三维斜压海洋动力学数值模式为基本模式原型 ,在整理渤海基本数据并诊断计算风生环流和热盐环流作为背景环流场基础上 ,初步建立了渤海海域动力环境数值模式。模式采用了经校正的Bagnold型方程来计算渤海底移质沉积物输运 ,悬移质计算则是取二维深度平均悬移质输运方程和河床变形方程 ,计算含沙量分布以及由悬移物引起的冲淤厚度。利用这种方法建立的沉积物输运模式 ,定量模拟了渤海沿岸和海底的沉积物输运方向和冲淤分布。模拟结果与通过多年实测水深估算获得的渤海海底沉积物的冲淤变化分布相比较 ,两者之间在基本结论上是比较一致的 相似文献
47.
渤海湾老狼坨子海岸带^14C,^137Cs、^210Pb测年与现代沉积速率的加速趋势 总被引:10,自引:5,他引:10
通过对渤海湾西岸L剖面中同一关键层的碳酸钙和原生腹足类壳债权的^14C测年对比研究,确定了晚全新世的2800cal BP的层位及沉积速率0.045cm/a;8个样柱的^137Cs和^210Pbex强度、蓄积量揭示了距今约120年来堤后盐沼的平均沉积速率约为0.35cm/a,而面向开放海湾的潮坪上部则达到约2-3cm/a。研究区近1个世纪以来沉积速率的加速趋势,是渤海湾西岸泥质海岸带的特征之一。 相似文献
48.
莱州湾南岸平原是指西起小清河口,东至胶莱河口的广大沿岸地区,这一地区近年来是我国工农业发展较快的地区,也是我国地下咸水入侵较为严重的地区。历史上,莱州湾南岸平原地区曾有一些湖泊存在,如巨淀湖、黑冢泊、别画湖,但现在早已荡然无存了。研究这些古湖泊的消亡原因对于恢复该区古地理环境以及确立湖迹区今后的发展方向具有十分重要的意义。本文运用查阅历史文献、地层剖面分析、地名考证、遥感解译等多种方法,对莱州湾南岸古湖泊的消亡原因进行了研究与分析,并指出该区古湖泊消亡的原因是气候变干、河流变迁、人类活动影响等,其中气候变化是古湖泊消亡的根本原因,河流变迁是古湖泊消亡的直接原因,而人类活动则加速了古湖泊消亡的进程。 相似文献
49.
广东沿海地区现代地壳垂直运动研究 总被引:6,自引:1,他引:6
对30多年来1万多km精密水准复测数百个重合点资料进行了综合研究,结果表明,广东沿海岸段的地壳平均以-0.5mm/a幅度沉降,表现出粤西抬升,粤东沉降,珠江三角洲大面积下沉的格局。粤西岸段平均以+0.6mm/a速率上升,粤东沿海岸段平均以-0.7mm/a速率下降;珠江三角洲以-1.8mm/a速率下沉,桂东南岸段则以+3.4mm/a的速上升。 相似文献
50.
Coastline configuration and geomorphologic development mode of arc-shaped coast in South China 总被引:1,自引:0,他引:1
1IntroductionArc-shaped bays are quite common on exposed sediment coast in South China, where the crenulate-bay beaches occur with the presence of two consecutive headlands and a predominant wave approach oblique to the alignment of the upcoast and downcoast headlands (Yasso, 1965). Oblique persistent swell striking a shoreline transports sediment alongshore and sculptures a coast into arc-shaped beaches. The shoreline of beach appearance mainly consists of straight segment and shadow segment… 相似文献