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81.
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
82.
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
83.
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
84.
85.
2002年我国沙尘暴天气特征分析 总被引:5,自引:1,他引:5
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
86.
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
87.
湘东北燕山期陆内碰撞造山带金多金属成矿地球化学 总被引:19,自引:3,他引:19
文章采用微量元素(包括稀土元素)地球化学示踪方法,着重讨论了金大规模成矿的物质来源、含矿流体来源及含矿流体运移的能量问题。认为湘东北地区金多金属矿床成矿物质和含矿流体具多来源,大规模花岗质岩浆活动能为成矿元素的活化和成矿流体运移提供巨量能源;成矿物质一部分源于深部含矿热液,可能与富铅、富氯、中高温(320℃左右)、相对还原的酸性环境下的气成热液有关,而冷家溪群及相关地层金多金属成矿物质在热液活动和动力变质作用下的活化迁移有利于金多金属的大规模成矿。侏罗纪以来,岩石圈地球动力学转折及伴随的热液作用和动力变质作用对区内金多金属成矿起重要的作用,而岩浆作用、动力作用和/或热液活动影响程度的可能差异,导致了金多金属矿床具有不同的成矿特点。 相似文献
88.
为选择合适的草炭土路基处理方法,通过理论分析,对工程实例中遇到的草炭土路基,拟定塑料排水板法和砂桩挤密法处理措施,并对两种方法的处理效果进行了对比。研究结果表明砂桩挤密法无论是从提高固结度,加快草炭土路基固结,还是减小工后沉降,保证路基运营稳定方面都要优于塑料排水板法。砂桩挤密法更适用于草炭土路基处理。 相似文献
89.
The concept of the equivalent free surface has been extended to determine the seismic horizontal pullout capacity of shallow
vertical strip plate anchors buried in sand. The analysis has been done rigorously by using the method of stress characteristics.
The results have been expressed in the form of non-dimensional charts. The pullout resistance has been found to reduce quite
extensively with increase in the magnitude of horizontal earthquake acceleration. The results were compared with the previously
published data, and it was seen that the computed pullout resistance with the proposed method was found to be lowest.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
90.
Several theoretical, empirical and semi-empirical methods are available in the literature to predict settlement of drilled
shafts in sandy soils. In the Arabian Gulf countries, specifically in the United Arab Emirates, equations and procedure from
the rest of the world are being used in analysis and design of drilled shafts without proper validation. It is the aim of
this study to assess the applicability and evaluate the accuracy of two well known, and commonly used methods for pile prediction
in the United Arab Emirates (UAE), namely Vesic (1977) and Poulos (1979), via comparison with data from field pile load tests
conducted on shafts drilled in the region. Some of these tests were conducted for the purpose of this study, while others
were made available through the courtesy of International Piling Contractors who are active in the region (e.g. Bauer International
and Swiss Borings). Pile load test data were analyzed to back-calculate the model parameters related to settlement under different
loading stages. Geological data and soil properties were obtained from studies conducted at the relevant sites. An effort
is made to correlate soil properties with the prediction models. Statistical analysis is conducted to assess the accuracy
of the results obtained from the two methods at different stages of loading via those obtained from pile load tests. Moreover,
a detailed parametric study is conducted to assess the effect of the related parameters on the predicted pile settlement and
the estimated settlement at different stages of loading. The study concluded with a recommendation of the most appropriate
models and procedures to be followed for predicting the settlement of drilled shafts in the UAE, together with useful charts
and correlation relations. Results showed that settlement values predicted by Vesic (1977) and Poulos (1979) overestimates
the true values.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献