苏北海岸带潮成辐射砂脊群的形成及其古地理意义   总被引：3，自引：3，他引：3       下载免费PDF全文

赵娟  范代读  李从先 《古地理学报》2004,6(1):41-48

南黄海潮成辐射砂脊群的面积约为20000km2，以160° 的角度从弓京港向海展开。它与以弓京港为顶点的辐聚辐散潮流场相伴而生。60余个钻孔揭示，毗邻海区辐射砂脊体系的江苏沿岸平原上存在一个面积约3000 km2潮成砂区，其顶点位于东台，同样呈扇形以130°的角度向东展开。在潮成砂区内潮成砂质沉积单元位于冰后期海侵型砂坝-湖沉积层之上，二者之间具明显的冲刷面。砂坝-湖沉积层位于晚更新世基底硬粘土层之上，二者之间有较长的沉积间断。潮成砂沉积层上覆潮坪沉积层，二者呈渐变关系。以潮成砂层底部的侵蚀面为界，其下为海侵序列，其上为海退序列。古潮流的研究揭示，潮成砂区内同样存在辐聚辐散的古潮流场，其顶点位于东台附近。由此推断，沿海平原的潮成砂区内也是辐射状潮成砂脊体系，它形成于全新世海退时期。由于长江和黄河三角洲的前展，以东台为顶点的潮成砂脊体系逐渐暴露成陆。陆上和海域潮成辐射砂脊群形成于相同的潮汐动力环境，但处在不同的发育阶段，前者形成于全新世中期，后者发育于全新世晚期。矿物分析揭示，陆上和海区的潮成辐射砂脊体系主要由长江和黄河沉积物组成，其中长江沉积物由南向北运移，且时间较早；黄河沉积物由北向南运移，时间较迟，这种泥沙的运移趋势一直延续至今。随着海平面上升趋于减缓，长江三角洲增长，江苏海岸线向外推进，苏北潮成砂区逐渐出露成陆。1128年黄河由苏北入海，大量的黄河沉积物的加入，加快了本区海岸线的推进速度。潮成辐射砂脊体系与辐聚辐散的潮流场相伴而生，全新世最大海侵以来，辐聚辐散的潮流场的位置曾经历三次变化，第一次以长江古河口湾为顶点，第二次位于现今陆上潮成砂区，第三次位于以弓京港为顶点的现代海域，代表了潮成辐射砂脊体系发育的三个阶段。只是长江古河口湾的潮成辐射砂脊体系由于河流的巨大改造作用，可能未很好保存，至今未发现典型的辐射砂脊体系。  相似文献   

一种新型自动开槽机及其控制     

靳建刚  王丽红 《中国煤田地质》2004,16(5):60-62

针对棒、管料开槽的问题，提出了一种新型全自动开槽机。介绍了该开槽机的结构和工作原理，建立全自动开槽机相适应的液压系统，搭建了开槽机继电器——控制器控制电路，实现了该设备的全自动过程控制。  相似文献   

榆林风沙滩区水资源可持续利用对策与建议   总被引：2，自引：0，他引：2  

袁君健  赵耀东 《地下水》2004,26(1):58-59,62

本文在对榆林风沙滩区内水资源条件、开发利用现状及存在问题等调查研究资料进行深入分析的基础上,结合国民经济各业未来发展对水资源的需求情况,确定了未来不同水平年的需水量和供水量,并通过供需平衡分析,提出了解决水资源短缺的途径和实现水资源合理开发利用的建议.  相似文献   

A model for grain-size sorting over tidal sand ridges     

M. Walgreen  H.E. de Swart  D. Calvete 《Ocean Dynamics》2004,54(3-4):374-384

A model was developed and analyzed to quantify the effect of graded sediment on the formation of tidal sand ridges. Field data reveal coarse (fine) sediment at the crests (in the troughs), but often phase shifts between the mean grain-size distribution and the bottom topography occur. Following earlier work, this study is based on a linear stability analysis of a basic state with respect to small bottom perturbations. The basic state describes an alongshore tidal current on a coastal shelf. Sediment is transported as bed load and dynamic hiding effects are accounted for. A one-layer model for the bed evolution is used and two grain size classes (fine and coarse sand) are considered. Results indicate an increase in growth and migration rates of tidal sand ridges for a bimodal mixture, whilst the wavelength of the ridges remains unchanged. A symmetrical externally forced tidal current results in a grain-size distribution which is in phase with the ridges. Incorporation of an additional external M₄ tidal constituent or a steady current results in a phase shift between the grain-size distribution and ridge topography. These results show a general agreement with observations. The physical mechanism responsible for the observed grain-size distribution over the ridges is also discussed.Responsible Editor: Jens Kappenberg  相似文献   

Comparison of hydraulic geometry between sand‐ and gravel‐bed rivers in relation to channel pattern discrimination     

Jiongxin Xu 《地球表面变化过程与地形》2004,29(5):645-657

A comparison has been made between the hydraulic geometry of sand‐ and gravel‐bed rivers, based on data from alluvial rivers around the world. The results indicate a signi?cant difference in hydraulic geometry among sand‐ and gravel‐bed rivers with different channel patterns. On this basis, some diagrams for discrimination of meandering and braided channel patterns have been established. The relationships between channel width and water discharge, between channel depth and water discharge, between width–depth ratio and water discharge and between channel slope and water discharge can all be used for channel pattern discrimination. The relationship between channel width and channel depth can also be used for channel pattern discrimination. However, the accuracy of these relationships for channel pattern discrimination varies, and the depth–discharge relationship is a better discriminator of pattern type than the classic slope–discharge function. The cause for this difference has been explained qualitatively. To predict the development of channel patterns under different natural conditions, the pattern discriminator should be searched on the basis of independent or at least semi‐independent variables. The relationship between stream power and bed material grain size can be used to discriminate channel patterns, which shows a better result than the discriminator using the slope–discharge relationship. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Modelling transverse dunes     

Veit Schwmmle  Hans Herrmann 《地球表面变化过程与地形》2004,29(6):769-784

Transverse dunes appear in regions of mainly unidirectional wind and high sand availability. A dune model is extended to two‐dimensional calculation of the shear stress. It is applied to simulate dynamics and morphology of three‐dimensional transverse dunes. In the simulations they seem to reach translational invariance and do not stop growing. Hence, simulations of two‐dimensional dune ?elds have been performed. Characteristic laws were found for the time evolution of transverse dunes. Bagnold's law of the dune velocity is modi?ed and reproduced. The interaction between transverse dunes led to the interesting conclusion that small dunes can travel over bigger ones. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

沈阳地区沙尘天气分析   总被引：5，自引：1，他引：5       下载免费PDF全文

路爽  张菁  孙凤华 《气象科学》2004,24(1):112-119

本文总结了沈阳地区沙尘天气的时空分布特点，从天气条件、地表自然条件(沙源)两方面分析了沈阳地区沙尘天气的成因，总结了沈阳地区预报沙尘天气时应参考的5个因素。  相似文献   

2002年我国沙尘暴天气特征分析   总被引：5，自引：1，他引：5  

牛若芸  薛建军  周自江 《南京气象学院学报》2004,27(2):178-184

利用逐日8个时次地面天气报告资料，分析了2002年全国沙尘暴的时空分布特征。结果表明：2002年出现的12次沙尘暴过程以3月18～22日的强沙尘暴过程影响范围最广、强度最强；我国北方地区浑善达克沙地及其周边地区的沙尘暴日数最多。另外，2002年我国沙尘暴高频期集中、早春多于晚春。主要原因是前期北方持续气温偏高、降水偏少，3—4月上中旬影响我国的冷空气十分频繁且强度较强，4月下旬—5月上旬我国北方地区出现了几次较大范围降水，5月中下旬影响我国的冷空气势力较弱且位置偏东。  相似文献   

黄金带油田非均质储层特征及有利目标预测     

张晓玲 《西北地质》2004,37(4):39-43

为了加深对黄金带复杂断块油田进一步开发，针对该区断层复杂、储层变化大、油水关系复杂等特征，笔者综合运用岩心、分析化验及录井、测井资料，对其沉积特征、储层岩性、物性和非均质性进行详细研究。以JASON软件为平台，对含油砂体进行了追踪和预测，并在有利区提出井位部署，为该区的进一步开发提供了地质依据。  相似文献   

巫山县污水处理厂高填方地基湿化变形试验研究   总被引：3，自引：5，他引：3  

傅旭东  邱晓红  赵刚  邹勇  刘祖德 《岩土力学》2004,25(9):1385-1389

结合巫山县污水处理厂高填方工程，选取压实粘性土样，在室内进行了接近实际应力路径下的“单线法”湿化变形试验，研究了土样在不同的压实度、固结压力和湿化历史下的湿化机理、湿化前后的应力．应变关系及强度变化规律。取得的湿化变形试验成果表明，湿化使土样的变形模量和强度均有所降低；湿化变形不仅包括湿化体应变，而且包括湿化偏应变；随着压实度的增加，湿化变形减小。试验成果为巫山县污水处理厂高填方地基的填筑设计、控制湿化变形的措施和附加压密措施提供了依据。  相似文献