柯坪露头区早志留世三角洲及碎屑海岸沉积   总被引：1，自引：1，他引：0       下载免费PDF全文

邢凤存  李祯 李思田 《中国地质》2011,38(4):996-1007

塔里木盆地阿克苏市柯坪露头区下志留统地层出露连续、完整,是较好的海相碎屑岩沉积露头研究区,其沉积体系类型有待进一步探讨。笔者通过多次精细的露头沉积学观察及室内研究,对柯坪露头区下志留统海相碎屑岩沉积体系类型及其特征进行了分析研究。识别出三角洲及碎屑海岸沉积(潮坪),并在该区提出了河流作用为主的三角洲和潮汐影响三角洲两种三角洲类型。柯坪塔格组主要为河流作用为主的三角洲沉积,而塔塔埃尔塔格组则主要发育潮汐影响三角洲及潮坪沉积。探讨和对比了各类型沉积体系的沉积特征及其之间的差异性。  相似文献   

Hybrid Sedimentation in Late Permian-Early Triassic in Western Sichuan Basin,China     

龙胜祥  吴世祥  李宏涛  白振瑞  马金钰  张华 《中国地质大学学报(英文版)》2011,(3)

Mixed carbonate-siliciclastic sedimentation is common in the Upper Permian-Lower Tri-assic in the western Sichuan(四川) basin.The extensional movement was strong in the Late Permian,resulting in differential uplifting of fault blocks.During this period,there was an extensive retrogres-sion.The Kangdian(康滇) ancient land progressive uplifted and enlarged,forming the major prove-nance of terrigenous clastics.In Changxingian age,mixed terrigenous-carbonate sedimentation was dis-tributed in the area between Dafeis...  相似文献   

潮水盆地阿右旗坳陷构造特征及其演化     

李翠  房玉涛  李道勇  邵银川  孔凡杜 《山东地质》2011,(11):14-16,22

潮水盆地是印支运动后在阿拉善地块之上发育形成的中、新生代断拗山间盆地,其经历了早、中侏罗世断陷、晚侏罗世坳陷及以后的改造3大阶段。位于盆地西北部的阿右旗坳陷是其重要的次级构造单元,由于控制坳陷展布的断层有正断层、逆冲断层和反转断层等,故分为5块主要的次级构造单元断块。不同时代的坳陷在空间上存在翘倾叠合、叠合保存、部分叠合改造等干涉方式。研究阿右旗坳陷构造特征对该处矿产资源的开发有重要意义。  相似文献   

海南岛三亚小东海岸礁礁坪沉积物的稀土元素分布特征   总被引：1，自引：0，他引：1  

王月  沈建伟  王旭  杨红强  刘苗苗 《海洋地质与第四纪地质》2011,(5):59-66

对海南岛三亚小东海东北岸礁礁坪表面沉积物的稀土元素进行了分析,结果表明,沉积物的∑REE为80.22mg/kg,稀土元素含量球粒陨石标准化分布模式呈现轻稀土富集、重稀土亏损,Eu明显负异常(0.58),Ce无异常,Y/Ho低(27.60)的陆相模式特征.根据小东海礁坪沉积样品稀土元素的空间分布情况可以推测出礁坪珊瑚表面...  相似文献   

On the criteria for the initiation of motion in tidal inlets,deterministic and stochastic approaches     

Morteza Kolahdoozan  Hanifeh Imanian  Roger A. Falconer 《Coastal Engineering》2011

Details are given herein of the refinement and application of a three-dimensional layer integrated numerical model to predict morphological changes in tidal basins. The solution of governing differential equations, which consist of the conservation of mass and momentum for the hydrodynamics, the transport equation for the suspended sediment fluxes and the sediment mass conservation equation for the bed level changes are carried out by the use of Alternating Direction Implicit (ADI) Finite Difference Method (FDM). The model includes different criteria for the initiation of motion namely Shields (1936, Application of Similarity Principles and Turbulence Research to Bed load Movement, Hydrodynamics Laboratory, California Institute of Technology, Pub. No. 167), Kolahdoozan (1999, Numerical Modelling of Geomorphological Processes in Estuarine Waters, PhD Thesis, Department of Civil and Environmental Engineering, University of Bradford, Bradford, UK, 288) and Zanke (2003, On the Influence of Turbulence on the Initiation of Sediment Motion, International Journal of Sediment Research, 18(1), 17–31), to compare different aspects of flow conditions. As the flow is highly turbulent with the random nature of its components, many researchers have tried to express sediment transport processes by using stochastic approaches. In the current study both deterministic and stochastic methods are included in the numerical model to evaluate their accuracy and efficiency. To validate the numerical model results, laboratory measurements are used, with these being obtained from an earlier experimental program undertaken by the authors. Results of a short term bed level changes in a laboratory model harbor are included for the model verification purposes. Comparisons are undertaken using different criteria for the initiation of motion, with the results highlighting that the unsteadiness in the flow parameters included in the numerical model has a major effect on the bed level changes inside the harbor, in compare with the turbulence structure of the flow. The model is then applied to a real case study of the Humber Estuary, located in the UK, with comparisons being undertaken for different criteria for the initiation of motion, using both deterministic and stochastic approaches for the long term bed level predictions.  相似文献   

Impact of mega-scale sand extraction on tidal dynamics in semi-enclosed basins: An idealized model study with application to the Southern North Sea     

Wiebe P. de Boer  Pieter C. Roos  Suzanne J.M.H. Hulscher  Ad Stolk 《Coastal Engineering》2011

Long-term considerations of repeated and increasing sand extraction on the Netherlands Continental Shelf (North Sea) may lead to the creation of a mega-scale extraction trench in front of the Dutch coast (length hundreds of km, width over 10 km, depth several m). We investigate the impact of such a huge topographic intervention on tidal dynamics, which is a key aspect in hydrodynamics, and indirectly also affecting morphodynamics and ecology.  相似文献   

青岛即墨月亮湾岸滩开发利用与岸线整治保护工程方案分析     

陈兆林  盖方杰  王芸  卢东  李国章 《海岸工程》2011,30(1):22-28

从整治工程区海域由于受潮流、波浪影响侵蚀和严重蚀退的海岸线,防治现状岸线入手,对工程区域的工程环境进行了综合研究,对岸滩开发利用整治与岸线保护工程方案进行了比选分析.结果表明,该工程区域采用斜坡堤护岸结构形式对岸线进行保护是较合理的.这样,可以对优化工程环境,保护当地的海洋岸线,防治岸线蚀退,美化岸滩自然环境取得更好的...  相似文献   

长江口现代潮滩沉积物粒度特征及其在沉积相识别中的应用   总被引：2，自引：0，他引：2       下载免费PDF全文

赵亚楠  王张华  吴绪旭  李琳  战庆  陈艇 《古地理学报》2015,17(3):405-416

本研究通过对长江口现代潮滩6个柱状样沉积物的粒度精细分析,试图提取研究区潮滩沉积相识别的粒度敏感指标,并通过对长江三角洲南部平原一个全新世钻孔(SL67孔)潮滩沉积物的粒度研究,检验现代沉积粒度敏感指标在全新世钻孔潮滩沉积相识别中的应用。研究显示,长江口现代高潮滩和中潮滩的黏性颗粒(8μm)和粗粉砂(32~63μm)含量差异显著,可以成为区分高潮滩和中潮滩的敏感组分;在开敞型的中、低潮滩之间,砂(63μm)和细粉砂含量(8~32μm)也差异明显。长江口现代潮滩沉积物的粒度频率曲线及众数值也可以有效协助区分高潮滩、中潮滩和低潮滩沉积物。利用上述粒度敏感组分和众数指标检验SL67孔全新世早中期在海平面波动控制下的潮滩演替过程,并揭示了7.5 cal ka BP前后的一次海平面加速上升事件。  相似文献   

Asymmetric fluxes of water and sediments in a mesotidal mudflat channel     

G. Mariotti  S. Fagherazzi 《Continental Shelf Research》2011,31(1):23-36

The hydrodynamics of a small tributary channel and its adjacent mudflat is studied in Willapa Bay, Washington State, USA. Velocity profiles and water levels are simultaneously measured at different locations in the channel and on the mudflat for two weeks. The above tidal flat and channel hydrodynamics differ remarkably during the tidal cycle. When the water surface level is above the tidal flat elevation, the channel is inactive. At this stage, the above tidal flat flow is predominantly aligned along the Bay axis, oscillating with the tide as a standing wave with peak velocities up to 0.3 m/s. When the mudflat becomes emergent, the flow concentrates in the channel. During this stage, current velocities up to 1 m/s are measured during ebb; and up to 0.6 m/s during flood. Standard equations for open-channel flow are utilized to study the channel hydrodynamics. From the continuity equation, a lateral inflow is predicted during ebb, which likely originates from the drainage of the mudflat through the lateral runnels. Both advective acceleration and lateral discharge terms, estimated directly from the velocity profiles, play a significant role in the momentum equation. The computed drag coefficient for bottom friction is small, due to an absence of vegetation and bottom bedforms in the channel. Sediment fluxes are calculated by combining flow and suspended sediment concentration estimated using the acoustic backscatter signal of the instruments. A net export of the sediment from the channel is found during ebb, which is not balanced by the sediment import during flood. When the mudflat is submerged, ebb-flood asymmetries in suspended sediment concentration are present, leading to a net sediment flux toward the inner part of the Willapa Bay. Finally, a residual flow is detected inside the channel at high slack water, probably associated with the thermohaline circulation.  相似文献   

Waves and tides responsible for the intermittent closure of the entrance of a small, sheltered tidal wetland at San Francisco, CA     

Daniel M. Hanes  Kristen WardLi H. Erikson 《Continental Shelf Research》2011,31(16):1682-1687

Crissy Field Marsh (CFM; http://www.nps.gov/prsf/planyourvisit/crissy-field-marsh-and-beach.htm) is a small, restored tidal wetland located in the entrance to San Francisco Bay just east of the Golden Gate. The marsh is small but otherwise fairly typical of many such restored wetlands worldwide. The marsh is hydraulically connected to the bay and the adjacent Pacific Ocean by a narrow sandy channel. The channel often migrates and sometimes closes completely, which effectively blocks the tidal connection to the ocean and disrupts the hydraulics and ecology of the marsh. Field measurements of waves and tides have been examined in order to evaluate the conditions responsible for the intermittent closure of the marsh entrance. The most important factor found to bring about the entrance channel closure is the occurrence of large ocean waves. However, there were also a few closure events during times with relatively small offshore waves. Examination of the deep-water directional wave spectra during these times indicates the presence of a small secondary peak corresponding to long period swell from the southern hemisphere, indicating that CFM and San Francisco Bay in general may be more susceptible to long period ocean swell emanating from the south or southwest than the more common ocean waves coming from the northwest. The tidal records during closure events show no strong relationship between closures and tides, other than that closures tend to occur during multi-day periods with successively increasing high tides. It can be inferred from these findings that the most important process to the intermittent closure of the entrance to CFM is littoral sediment transport driven by the influence of ocean swell waves breaking along the CFM shoreline at oblique angles. During periods of large, oblique waves the littoral transport of sand likely overwhelms the scour potential of the tidal flow in the entrance channel.  相似文献