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921.
922.
In southeastern South Australia, the River Murray debouches through a coastal barrier separating euryhaline estuarine-lagoonal waters from the Southern Ocean. Depending upon the relative freshwater outflow of the river and ingress of the ocean, water salinity varies greatly within the lower estuary. Ammonia beccarii and Elphidium articulatum are euryhaline species of foraminifera that characterize the estuary and back-barrier Coorong Lagoon. The inner-shelf marine environment hosts an assemblage in which Discorbis dimidiatus, E. crispum, E. macelliforme, and various cibicidid species predominate. In cored sediments recovered from the shallow lower estuary, the relative abundance of A. beccarii + E. articulatum was compared with that of D. dimidiatus + E. crispum + E. macelliforme + other species. These data, and AMS radiocarbon ages determined for foraminifera and ostracods, provide evidence of a change from maximum oceanic influence (5255 ± 60 yr B.P.) to maximum estuarine influence (3605 ± 70 yr B.P.). Over this same time interval, sea level fell relatively by about 2 m. However, the event was also contemporaneous with falling water levels in several Victorian lakes, and it is thus attributed to onset of climatic aridity. Reduced precipitation in the River Murray catchment and reduced freshwater outflow enhanced development of the flood-tide delta and constriction of the mouth. 相似文献
923.
川西新场气田蓬莱镇组陆相地层高分辨率层序地层学研究 总被引:24,自引:4,他引:20
利用钻井岩芯、测井和地震资料 ,运用高分辨率层序地层学理论及方法 ,对新场地区蓬莱镇组进行不同级次的基准面旋回层序划分 ,识别出 45~ 47个短期、5个中期、2个长期基准面旋回层序 ,并对不同级次的基准面旋回层序的结构类型、叠加样式和平面分布模式进行了较为深入的讨论。在单井分析的基础上 ,以二分时间单元分界线为优选等时对比标志对不同级次的基准面旋回进行了较高精度的等时对比 ,所对比的等时成因地层单元的最高精度可达到相当准层序组 (十万年级 )的短期基准面旋回。建立了新场地区蓬莱镇组高分辨率层序地层格架 ,成功地将单井一维信息转化为气田范围内的三维地层关系信息。并分析了短期基准面旋回过程中可容纳空间 (A)与沉积物补给通量 (S)的比值 (A/S)变化对储集砂体的作用 .文中还利用沉积动力学的地层响应过程特征分析 ,重点讨论了中、短期基准面旋回过程中有利储集砂体的沉积相序列、组合特征、产状类型、控制因素及其与物性的关系。指出发育于长期基准面缓慢上升或下降过程中的三角洲沉积体系 ,为形成储集砂体的必备背景条件 ,而控制沉积体系中储层时空展布和演化规律的因素则主要为中期基准面旋回。在层序地层格架中 ,中期基准面旋回层序界面两侧的储层其储集性最好。以此为依据 ,提 相似文献
924.
邓永光 《华东地质学院学报》2000,23(3):214-221
人类生存环境的变化是人类共同关心的环境问题之一,最直接影响环境变化的自然因素有气候变化、海平面和陆地的升降等,通过对有关广西沿海海平面和地壳运动资料的研究,初步分析了地壳运动对沿海地区产生的不良环境变化。 相似文献
925.
湖北省防汛决策气象服务系统收集了近四十年来重大天气过程的水文气象资料和江、河、湖、库的防汛基本特征资料,采用图形方式进行对比显示,并能提供流域面雨量统计和流域降水预报等产品,为各级政府部门和防汛部门提供防汛决策服务。主要介绍湖北省防汛决策气象服务系统的系统结构、主要功能设计、软件实现方法、以及近几年的试验运行情况。 相似文献
926.
Geomorphologic analysis of submarine and subaerial surface features using a combined topographic/bathymetric digital elevation model coupled with onshore geological and geophysical data constrain the age and geometry of giant landslides affecting the north flank of Tenerife. Shaded relief and contour maps, and topographic profiles of the submarine north flank, permit the identification of two generations of post-shield landslides. Older landslide materials accumulated near the shore (<40-km) and comprise 700 km3 of debris. Thickening towards a prominent axis suggests one major landslide deposit. Younger landslide materials accumulated 40–70 km offshore and comprise the products of three major landslides: the La Orotava landslide complex, the Icod landslide and the East Dorsal landslide complex, each with an onshore scar, a proximal submarine trough, and a distal deposit lobe. Estimated lobe volumes are 80, 80 and 100 km3, respectively. The old post-shield landslide scar is an amphitheatre, 20–25 km wide, partly submarine, now completely filled with younger materials. Age–width relationships for Tenerife's coastal platform plus onshore geological constraints suggest an age of ca. 3 Ma for the old collapse. Young landslides are all less than 560 ka old. The La Orotava and Icod slides involved failures of slabs of subaerial flank to form the subaerial La Orotava and Icod valleys. Offshore, they excavated troughs by sudden loading and basal erosion of older slide debris. The onshore East Dorsal slide also triggered secondary failure of older debris offshore. The slab-like geometry of young failures was controlled by weak layers, deep drainage channels and flank truncation by marine erosion. The (partly) submarine geometry of the older amphitheatre reflects the absence of these features. Relatively low H/L ratios for the young slides are attributed to filling of the slope break at the base of the submarine edifice by old landslide materials, low aspect ratios of the failed slabs and channelling within troughs. Post-shield landslides on Tenerife correlate with major falls in sea level, reflecting increased rates of volcanism and coastal erosion, and reduced support for the flank. Landslide head zones have strongly influenced the pattern of volcanism on Tenerife, providing sites for major volcanic centres. 相似文献
927.
928.
从世界金刚石矿产资源概况、资源特点出发,分析了资源供需前景,提出了对世界金刚石矿产资源勘查与开发的建议。 相似文献
929.
Sinkhole hazards along the eastern Dead Sea shoreline area, Jordan: a geological and geotechnical consideration 总被引:2,自引:0,他引:2
For the last four decades, the level of the Dead Sea has been subjected to continual variation which, among other important
factors, has led to the occurrence of much subsidence and many sinkholes in the southern Dead Sea area. Sinkhole activities
occurred repetitively and were observed in open farms, across roads, near dwellings and near an existing factory, thus causing
a serious threat to the locals and farmers of the area and their properties. This paper presents the main results from detailed
geological and geotechnical studies of this area. Aerial photo interpretation and borehole drilling aided these studies. Parallel
geophysical investigations (vertical electrical sounding and seismic refraction) and hydrological and hydrogeological studies
were made by others in the same area to also investigate this phenomenon. It was found that sinkholes are aligned to and follow
old water channels and are concentrated parallel to the recent shoreline of the Dead Sea. The development of subsurface cavities
is associated mainly with the variation in the level of the Dead Sea over the four past decades, the presence of regional
salt intrusion under the surface of salt beds, the fluctuation of the water table and continuous dissolution and the active
tectonism of the area. Moreover, this work showed that the area is still under active sinkhole hazards and other parts of
the area will be inevitably affected by sinkholes in the future.No practical engineering solution to this problem is feasible.
Received: 1 July 1999 / Accepted: 11 October 1999 相似文献
930.
Received: 10 May 1999 / Accepted: 16 October 1999 相似文献