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绿洲沉积特征及沉积模式 总被引：6，自引：4，他引：2
绿洲沉积是指在绿洲生物发育、演化的环境中无机和有机物在地表和近地表层的沉积或沉淀作用。绿洲沉积是绿洲物质循环过程的重要环节,其沉积物不仅记录了物源组成、介质性质、能量状态及动力特征等,还记录了绿洲环境变化的大量信息。沉积物的颜色、组构、组成等方面表明绿洲沉积是可识别的。通过研究绿洲沉积,可以揭示绿洲物质循环、认识绿洲环境演变、解析绿洲对全球变化的响应,为绿洲低耗、高效、可持续发展理论模式的构建和技术创新提供科学依据。 相似文献
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南极洲的泥盆系主要分布于横贯南极山脉的麦克默多和俄亥俄岭－埃尔斯活思山等两个沉积盆地中。前一个盆地 盆系代表从海岸泻湖－河流三角到近岩冲积平原的层序；后一个盆地的彭萨科拉山的泥盆系较厚，从非海相冲积扇－冲积平原－浅海相，最扣又恢复到非海相沉积环境。但在俄亥俄岭却沉积了厚度不大的浅海 相似文献
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本文研究了河流沉积构造、结构、石英颗粒表面特征和沉积相特征,并提出组成曲流点坝标志的两个重要要素及沉积模式。有助于认识古代岩相中点坝层序和对此模式。 相似文献
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本文研究了河流沉积构造、结构、石英颗粒表面特征和沉积相特征,并提出组成曲流点坝标志的两个重要要素及沉积模式。有助于认识古代岩相中点坝层序和对此模式。 相似文献
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海南岛潮汐汊道的现代沉积特征研究* 总被引：2，自引：0，他引：2
海南岛存在着大量港湾溺谷型和砂坝泻湖型潮汐汊道。本文以两类潮汐汊道的典型──三亚砂坝泻湖型潮汐汊道和洋浦港湾溺谷型潮汐汊道为例,分析了两类潮汐汊道的成因和地貌发育体系;研究了两类潮汐汊道的现代沉积特征(粒度、重矿、地球化学、有孔虫);对比了两类潮汐汊道的发育模式和沉积模式;探讨了两类潮汐汊道的稳定性。 相似文献
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南极洲的泥盆系主要分布于横贯南极山脉的麦克默多和俄亥俄岭－埃尔斯沃思山等两个沉积盆地中。前一个盆地的泥盆系代表从海岸泻湖－河流三角洲到近岸冲积平原的层序；后一个盆地的彭萨科拉山的泥盆系较厚，从非海相冲积扇－冲积平原－浅海相，最后又恢复到非海相沉积环境，但在俄亥俄岭却沉积了厚度不大的浅海相地层，含Ｍａｌｖｉｎｏｋａｆｒｉｃ生物地理大区的海相双壳类、腹足类、三叶虫、竹节石和鱼类等化石。除了上述两个沉积盆地外，在罗斯海两边却出露了火山岩，说明该地当时处于俯冲带附近的火山弧中。中国华南的曲靖型和西北的祁连山型泥盆系也属于滨海相和非海相沉积，它们与南极洲的泥盆系可资比较，但两者的生物地理区系并不相同 相似文献
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中国东部潮滩沉积特征与环境功能 总被引：5，自引：0，他引：5
淤泥质潮滩的广泛分布是中国东部海岸的基本特征之一。本文根据近十几年来的调查研究工作，系统总结了中国东部潮滩在沉积结构、沉积构造及沉积序列上的基本特征及其空间变化规律，初步探讨了本区潮滩的造地、养殖和净化三种主要环境功能，以期为中国东部潮滩资源的合理开发利用和环境保护提供科学依据。 相似文献
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综合分析了研究了采自布兰斯菲尔德主体海槽中ＰＣ１０孔的全部室内外资料；岩芯，粒度特征，矿物组分，生物尸体等年代学等，指出了整个岩芯柱代表了区内１１２．５ｋａ以来冰－系环境的沉积。沉积作用包括生物硅质宙积，火山碎屑沉积和浊流沉积等。 相似文献
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This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30 km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a. Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main source of sediment changes from river sediment to sediment driven by tidal current and longshore current. 相似文献
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近20年辽河三角洲地貌演化 总被引：7，自引：1，他引：6
运用钻探和浅地层探测等最新调查成果,对近20年的辽河三角洲潮流沉积进行了研究.根据不同时期水深地形和卫星影像资料对比分析了现代辽河三角洲潮流地貌变化.现代辽河三角洲的沉积主体位于双台子河口.研究区10 m深度内的地层主要包括:潮滩相、潮道相和浅海相沉积,其下为古三角洲相.潮滩相沉积物以砂和粉砂为主,分选中等,跳跃和悬浮组分各占50%左右:浅海相和潮道相沉积物主要为软弱的粘土质粉砂和粉砂质粘土,以悬浮组分为主.全新世以来至1896年,研究区为古辽河、古大凌河和绕阳河之间的小海湾.1896年,双台子河被人工开挖为分洪河道以来,口门外形成盖州滩等潮滩,并快速发育.1958年,双台子河建闸后,人海径流量和输沙量减小.目前.双台子河口整体处于淤积状态,潮滩面积不断增加,整体向南、西、北3个方向扩展.潮滩最大淤进速率为87～683 m/a,平均淤积速率为0.189 m/a.潮滩东侧局部发生侵蚀,平均侵蚀速率为0.122 m/a.潮道面积缩小,具有向西、向北迁移的趋势,最大迁移速率为48～200m/a.双台子河口地貌发育受径流、海洋动力和人类活动的影响,沉积物的主要来源由双台子河河流输沙演变为潮流和沿岸流输沙. 相似文献
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长江河口最大浑浊带水沙输运机制分析 总被引：33，自引：0，他引：33
本文根据大量的实测资料，运用机理的分析方法，讨论了长江口最大浑浊带中各输沙项的作用。结果表明，平均流输沙、斯托克斯漂流效应、潮汐捕集以及垂向不流是净输沙的主要部分。 相似文献
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Seismic framework and the Holocene morphological evolution of the Changjiang River mouth, China 总被引：2，自引：0，他引：2
Acoustic profiling in combination with coring has been used to examine the recent evolution of river mouth of the Changjiang. Two acoustic facies are present. Petrologic, radiometric and seismic analyses show that the upper facies I of 10–20 m thick fine sand and silt represents the sandy shoals of late Holocene age in the distributary, and the 5–20 m thick lower facies II of fine-grained silty clay with abundant marine microfossils represents the mid-Holocene prodelta facies deposited as fillings in the former large estuarine valley of late Pleistocene to early Holocene origin. Rapid accumulation during the Holocene has led to some instability of unconsolidated sedimentary strata in the distributary, such as strata collapse and mud diaper formation. The existence of large cross beddings, such as tabular and trough stratification in facies I identifies the sediment transport as predominantly bed load, driven by runoff and tidal currents. Two sets of discrete flood-ebb flow troughs, oriented NW and SE reflect controls by tidal waves generated from the sea and the superimposition of runoff and ebb flows. Symmetrical sand waves that appear at the northern trough of one of the distributaries also indicate the balancing sediment dynamics between runoff-ebb and flood currents, whereas the asymmetrical ones in the southern trough indicate superimposed sedimentation by runoff and ebb flows. A large quantity of sediment has been deposited in the slack water region between the discrete flood and ebb flows to form sandy shoals — the principal mechanism of the evolution of estuarine islands in the Holocene Changjiang mouth. The morphology of the extended river mouth to the southeast possibly indicates an external driving force, such as the Coriolis Effect, NW-prevailing wind and longshore currents. 相似文献
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长江口表层沉积物分布特征及动力响应 总被引：10，自引：1，他引：9
基于长江口2003 年2 月采集的58 个表层沉积物样品及以同步水动力资料的分析表明, 表层沉积物中值粒径自江阴-口外逐渐变细, 由江阴附近的217.8 μm 减少到南槽口外的12.1 μm; 浑浊带海域表层沉积物中值粒径北港最大, 平均为126.2 μm, 北槽其次, 平均为48.4 μm, 南槽最小, 平均为14.2 μm; 口外海域则北槽最大, 为22.4 μm, 北港其次, 为16.5 μm, 南槽最小, 为12.1 μm。沉积物分选性大多为中等-很差, 中值粒径越大, 分选系数越 小; 沉积物偏度大多是近对称-极正偏; 峭度表现为中等峭度-很窄尖。横沙以上区域表层 沉积物类型以砂为主, 口外海域沉积物类型以粘土质粉砂为主, 浑浊带海域表层沉积物类型复杂多样。长江口主槽表层沉积物中值粒径与落潮历时、Ve/Vf 值和余流值等动力参数呈正相 关关系, 落潮动力条件是决定长江口表层沉积物中值粒径大小的主要动力因素。 相似文献
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黄河中游流域环境要素对水沙变异的影响 总被引：15，自引：7，他引：15
目前 ,黄河中游地区流域的水沙变化主要以水文法和水保法研究为主。由于黄河中游具有明显的自然地带性分布特征 ,流域系统的水沙过程受到环境要素的综合影响。本文根据黄河中游河口镇至龙门区间已控一级支流的测站资料 ,采用地理环境要素法分析水沙变异及成因。研究表明 ,河龙区间流域径流量和输沙量与地理环境因子的影响密切相关。 2 0世纪 70年代以来 ,降雨减水减沙作用不断减小 ,随着水土保持措施的提高 ,人类活动减水减沙所占比重不断增大。 70年代与 80年代气候波动和人类活动影响的平均减水减沙作用分别为5 3 4 %、 2 8 6 %和 4 6 6 %、 71 4 %。 相似文献
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40年来长江九江河段河道演变及其趋势预测 总被引：8，自引：4，他引：4
利用地理信息系统(GIS)与数字高程模型(DEM)技术定量模拟40年来九江河段冲淤演变过程,结果表明: 1963~1972年总体表现为淤积,淤积量为6.505 hm3,平均淤积速率为0.65 hm3/a。1972~2002年总体表现为冲刷,冲刷量为20.720 hm3,平均年冲刷率为1.036 hm3/a。1963~2002年九江河床总体表现为冲刷,冲刷量为14.977 hm3。2003年与1963年比较,河床淤积区域主要分布在九江河道上段近南岸区域,中下段河道的中间区域;冲刷区域主要分布在九江河道上段的中间及近北岸区域,中下段河道两岸的近岸区域。中下段南岸的不断刷深和南偏对九江的防洪带来更大的压力。 相似文献
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长江口拦门沙河段潮滩表层沉积物分布特征(英文) 总被引：2，自引：0，他引：2
Sediment samples with high spatial resolution (432 samples in total) and flow data were collected on the tidal flats in the mouth-bar region of the Yangtze Estuary. The data was collected in July 2005, July 2006 and May 2007. The samples were analyzed with a particle sizer, resulting in the sediment distribution. The grain sizes and related parameters were analyzed. The results were presented in a ternary diagram. The sediment mainly consisted of sand, silty sand, sandy silt, sand-silt-clay, silt and clayey silt. And sand skeletons and clay matrices were found. At Nanhui Shoal, silt skeletons could be identified as well. Furthermore, the results were discussed per shoal. Although some depth dependencies were found per shoal, no general relation was found. The results are as follows: sediment located at these tidal flats of the Yangtze Estuary was mainly composed of sand, silty sand and silt. The median grain size in sediment was relatively complex with a range from 2.5 φ to 8 φ. The distributions of sorting coefficients ranging from 1 to 2 were in agreement with median sizes. It was suggested that sediment of the tidal flats was coarser and better sorted or finer and worse sorted. The skewness in sediment distribution varied from 0.1 to 0.8. In addition, the distributions of sorting coefficient and skewness in sediment at Chongming Eastern Shoal, Hengsha Eastern Shoal and Jiuduan Shoal were of similar characteristics because there were closely positive correlated relationships among these parameters. However, due to the location difference between Nanhui Southern Shoal and Eastern Shoal, the values of sorting coefficient and skewness had relatively large distinctions. The tracks of sediment transport could be described based on the distributions of sediment, which might reveal sediment transport controlled by two dominant hydrodynamic factors of current and wave. It was appreciable that coarser sediment with lower sorted coefficient was affected by dominant ebb current action and intense wave action resulted from rapidly dissipated wave energy. Moreover, due to the effects of obstructed branches, guided current and broken wave actions of the Deep Water Channel Project, grain-size in sediment located at two sides of the groyne was of uneven distribution characteristics. 相似文献