Geometry Relations with Bed Load Formulae for Alluvial Boundaries     

Levent Yilmaz 《洁净——土壤、空气、水》2011,39(2):121-127

Employing bed load formulae hydraulic geometry relations were derived for stream width, sediment transport velocity, and bed slope. The relations were examined in terms of friction factor, bed load discharge, bed load diameter, and water discharge. Two fundamental approaches to the prediction of hydraulic geometry have been developed. The first and most widely adopted approach is based on empirical equations whereas the second is based on solution of the governing equations of flow. The applied bed load formulae belong to different authors. Here, the comparison with the other derived relations is presented.  相似文献   

分形几何在岩土力学研究中的过去、现在与未来   总被引：1，自引：0，他引：1       下载免费PDF全文

林沛元  汤连生  桑海涛  邓锡斌  吴科  邓钟尉 《地震工程学报》2011,33(Z1)

首先简略地介绍了分形几何理论及其方法。从岩土材料结构的定量描述、流体在岩土体中的渗流问题、岩土材料强度的分形模型和分形空间的力学特征四个方面叙述了分形理论在岩土力学研究中取得的成果及应用。指出只有将岩土力学系统在欧氏空间的各种基本变量、原理和方法向分形空间推广和拓展,才能产生对岩土材料非线性力学行为的新认识,这也是分形理论在岩土力学研究中进一步深化的基础。  相似文献   

Geometric characteristics and evolution of a tidal channel network in experimental setting   总被引：3，自引：0，他引：3  

Brigitte M. Vlaswinkel  Alessandro Cantelli 《地球表面变化过程与地形》2011,36(6):739-752

This paper reports on a laboratory study that aims to reproduce a tidal channel network, in order to enhance the understanding of the morphodynamic evolution of the channel characteristics as the network expands and finally reaches equilibrium. A high‐resolution laser system scanned the bed topography at different time steps creating multiple digital elevation models of the channel network. Two hundred and seventy individual channel segments are analyzed and cross‐correlated in terms of their width, depth and length. The laboratory results show positive linear correlations between depth and width as well as between length and width of channel segments of the network configuration at final equilibrium. In a downstream direction, channels appear to widen more than they deepen, indirectly a sign that discharge has a stronger control on channel width than on depth. In contrast to fluvial drainage networks that commonly display fractal and scale‐invariant behavior, the geometric properties of the experimental tidal creek network shows scale dependence. Channel attributes exhibit consistent patterns of exponentially decreasing abundance, with increasing creek length, depth and width. The nature of the observed exponential distributions within creek attributes (width, depth, length) allows for statistical predictability of relative creek attribute dimensions downstream and through time. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

龙门山北段九龙山构造几何学运动学分析     

邓琳 《四川地质学报》2013,(1):1-2,11

九龙山构造是川西北地区的重点勘探构造。据地震剖面分析,解析了九龙山的构造几何学特征。研究表明,九龙山背斜受到米仓山构造和龙门山构造的双重影响,主要经历了三期次构造叠加,其叠加组合形成了现今九龙山的复杂构造。通过合理的构造建模,对九龙山构造运动过程、多期构造叠加及油气运移与分布规律等有了新的认识。  相似文献   

Response and recovery of the Eel River, California, and its tributaries to floods in 1955, 1964, and 1997     

Jan Sloan  Jerry R. Miller  Nicholas Lancaster 《Geomorphology》2001,36(3-4)

Northwestern California is prone to regional, high magnitude winter rainstorms, which repeatedly produce catastrophic floods in the basins of the northern Coast Ranges. Major floods on the Eel River in 1955 and 1964 resulted in substantial geomorphic changes to the channel, adjacent terraces, and tributaries. This study evaluated the changes and the effects of a moderate flood in 1997 through field observations and examination of aerial photographs that spanned from 1954 to 1996. The purpose was to document the nature and magnitude of geomorphic responses to these three floods and assess the rates and controls on the recovery of the Eel River and its tributaries. Channel widening from extensive bank erosion was the dominant geomorphic change along the lower Eel River during major floods. As a result of the 1964 flood, the largest amount of widening was 195 m and represented an 80% change in channel width. Channel narrowing characterized the periods after the 1955 and 1964 floods. More than 30 years after the 1964 flood, however, the river had not returned to pre-flood width, which suggests that channel recovery required decades to complete. A long recovery time is unusual given that the Eel River is located in an area with a “superhumid” climate and has an exceptionally high sediment yield. This long recovery time may reflect highly seasonal precipitation and runoff, which are concentrated in 3–5 months each winter. In contrast to the main stem of the Eel River, the dominant effects of floods on the tributaries of the Eel River were rapid aggradation of channel bed and valley floor followed by immediate downcutting. Dendrogeomorphic data, aerial photographs, and field observations indicate that thick wedges of gravel, derived largely from hillslope failures in upper reaches of the tributaries, are deposited at and immediately upstream of the mouths of tributaries as the stage of the Eel River exceeded that of the tributaries during major floods. In the waning stages of the flood, the tributaries cut through the gravel at a rate equal to the lowering of the Eel and generated unpaired terraces and nickpoints. The complete process of deposition and incision can occur within a few days of peak discharge. Although reworking of some sediment on the valley floor may continue for years after large floods, channel morphology in the tributaries appears to be a product of infrequent, high magnitude events. The morphology of the tributary channel also appears to be greatly influenced by the frequency and magnitude of mass wasting in headwater areas of small basins.  相似文献   

A scaled experiment for the verification of the SeaBed Logging method     

L.O. Lseth  H.M. Pedersen  T. Schaug-Pettersen  S. Ellingsrud  T. Eidesmo 《Journal of Applied Geophysics》2008,64(3-4):47-55

SeaBed Logging (SBL) is an application of the marine controlled source electromagnetic (CSEM) method that is used to directly detect and characterize possible hydrocarbon-bearing prospects. Although the CSEM method has been used by academia for more than three decades, the application as a direct hydrocarbon indicator was first introduced about five years ago. The central idea of SBL is the guiding of electromagnetic energy in thin resistive layers within conductive sediments. Even if it has been well known for a long time that electromagnetic signals can propagate from a conductive region to another via resistive regions such as air or resistive parts of the lithosphere, the application to hydrocarbon exploration has not been developed until recently. This might be due to the uncertainty of getting any significant response from thin resistive layers such as hydrocarbon reservoirs since electromagnetic energy is highly attenuated in conductive sediments. Thus, during the early development phase of the SBL technique, a scaled laboratory experiment was performed to validate if a thin resistive layer (e.g. hydrocarbons) buried within conductive media (e.g. sediments) could be remotely detected by using electric dipoles as sources and receivers. Data from this experiment were compared to a forward modelling code for layered media, and the comparison showed good agreement between experimental and theoretical results. This suggested that thin resistive layers buried in conductive media are detectable due to the guiding of the electromagnetic field within the resistor. The successful results were vital for realizing the application of marine CSEM as a hydrocarbon exploration technique. We here present the results of the first scaled SBL experiment.  相似文献   

3DCM的几何与纹理数据一体化管理方法研究     

李朝奎  王勇  张爱娟 《地理与地理信息科学》2009,25(1)

建设三维城市模型(3DCM)首先需要建立场景所需的海量地形地物空间数据库,从而有效组织三维实体数据来满足大范围高精度场景实时绘制的要求.该文提出一种以三维空间实体为单位的基于关系数据库(RDBMS)的3DCM的几何与纹理数据一体化管理方法.采用Direct3D 9.O三维开发平台、C#编程语言实现了3DCM空间数据库模型管理系统.实验证明:该系统在效率、安全、网络多用户访问方面都优于传统基于文件的管理模式,满足了大范围3DCM海量模型数据管理与应用需求.  相似文献   

节理网络分形在隧道超前地质预报中的应用   总被引：2，自引：1，他引：1  

庞大鹏  陈剑平  王丹微 《岩土力学》2009,30(5):1415-1420

分形几何是20世纪70年代以来发展起来的研究非线性现象的理论和方法,这一理论的诞生为揭示隐藏于混乱复杂现象的精细结构和定量地描述它们提供了理论基础。将分形的方法引入到隧道的超前地质预报,通过岩体结构面网络的分维值来预测岩体的质量。结合工程实例可以看出,岩体结构具有良好的分形特征,其分形描述可作为评价结构岩体质量的标准之一。分形方法是评价岩体性质的一个有效的方法,具有广泛的应用前景。  相似文献   

微分几何学在地质构造定量研究中的应用     

李志勇  曾佐勋  罗文强 《地质力学学报》2005,11(4):370-376,349

阐述了在构造地质学定量研究中引入微分几何学的必要性,并讨论了在地质构造定量研究中的具体应用及相关的数值计算方法.微分几何为定量描述地质构造形态、建立精确的数学解析模型提供了基础,是深入定量研究地质构造形态及其变化的重要数学工具.在前人工作基础上,为更方便地与其他先进的技术和方法相结合,总结了地质构造的数学建模与重构、计算机自动分析计算、三维可视化与运动仿真.具体可以应用于裂缝预测、构造面形变分析、褶皱形态分类、隐藏断层探测,以及矿床和油气藏的预测研究等方面.   相似文献   

分形-判别非线性数学模型及勘探线剖面致矿地质异常分析   总被引：2，自引：0，他引：2  

金友渔  赵鹏大 《地质科技情报》2000,19(2):99-102

判别分析模型是多变量线性统计模型,但自然界更多现象是非线性的。通过将非线性科学中分形几何学与传统的判别分析模型相结合导出分形－判别非线性数学模型,并应用于某铜金矿床勘探线剖面的致矿地质异常分析中,与传统的判别分析方法相比,明显地提高了判对率。  相似文献