Sheet flow hydrodynamics over a non-uniform sand bed channel   总被引：1，自引：0，他引：1  

Anurag Sharma  Bimlesh Kumar 《国际泥沙研究》2018,33(3):313-326

The current study experimentally investigates the flow characteristics and temporal variations in the sheet flow profile of a non-uniform sand bed channel. Experiments were done to explore turbulent structures in the presence of a sheet flow layer with and without seepage. The turbulent events, such as stream wise velocity, Reynolds shear stresses, and turbulence intensities were found to be increasing and vertical velocity was found decreasing with a sheet layer. The presence of a sheet layer also effects the turbulent energy production and energy dissipation. All the turbulence parameters with and without a sheet layer have also been influenced by the presence of downward seepage. The rate of sheet flow movement is increased with seepage, owing to increased turbulence with seepage. The current study used wavelet analysis on temporally lagged spatial bed elevation profiles obtained from a set of laboratory experiments and synchronized the wavelet coefficients with bed elevation fluctuation at different spatial scales. A spatial cross correlation analysis at multiple scales, based on the wavelet coefficients, has been done on these bed elevation datasets to observe the effect of downward seepage on the dynamic behavior of sheet flow at different length scales. It is found that seepage increases average bed celerity and also increases the celerity of sheet flow of similar length scales. This increase in the celerity has been hypothesized as the increase of sheet flow movement as well as the increase in turbulent parameters with seepage, which destabilizes the bed particles resulting in a disruption in the continuous propagation pattern of the sheet flow. The increase of sheet flow celerity with seepage is confirmed from the saturation level of the wavelet power spectra of the bed elevation series. The presence of seepage also affects the non-uniformity of collective sheet material.  相似文献   

海滩养护修复过程中拦沙堤的应用     

朱君  蔡锋  刘建辉  刘根  戚洪帅  雷刚  郑吉祥  曹慧美 《海洋工程》2021,39(6):152-165

拦沙堤作为海滩养护最常用的辅助工程之一,在全球范围内得到广泛应用。在总结我国海滩养护过程中拦沙堤应用现状的基础上,将拦沙堤的功能分为3类（防泥沙扩散、防沿岸输沙、防浪+防输沙）,并详细分析这3类拦沙堤在我国海滩养护的应用现状和发展规律。基于国内外工程实践,进一步探讨海滩养护中拦沙堤的多项应用创新：组合式拦沙堤设计、拦沙堤平面形态优化、拦沙堤堤群设计、拦沙堤+潜堤组合优化、拦沙堤+旁通输沙/循环养护。最后,展望未来海滩养护中拦沙堤的发展应用趋势（拦沙量的精准调控、丰富多样的形态设计、基于“自然工法”的生态化建设）,并给出了相关建议。  相似文献   

沙基和浮床培养方式种植水芹对人工湿地冬季水质净化能力的对比     

左杰  季军  汪鹏合  张惠  张文娟  赵德华  安树青 《湖泊科学》2017,29(6):1342-1349

针对人工湿地冬季净化能力不足以及不同湿地植物种植方式可能影响其净化效果的湿地构建问题,通过小试实验,研究了沙基法和浮床法种植水芹(Oenanthe javanica(Bl.)DC.)对冬季人工湿地净化富营养水体效果的影响.在整个冬季,4个实验周期中,处理期间总磷(TP)和总氮(TN)去除率表现出显著差异:对照组(CK)、沙基种植组和浮床种植组4个周期对TP的去除率平均值为20.17%±19.23%、59.60%±7.54%和45.44%±29.22%;对TN的去除率平均值依次为:29.83%±19.65%、64.89%±23.01%和60.50%±25.86%.与CK组相比,冬季种植水芹可显著提高湿地对TP和TN的去除率;与浮床种植方式相比,沙基种植方式的TP和TN去除率略有提高.而对于COD的去除率,沙基种植组周期间波动较大(-27.5%~52.92%),浮床种植组组周期间更为平稳(10.83%~40.42%),浮床种植组在全部4个周期的平均去除率(23.13%±14.41%)略高于沙基种植组(19.38%±35.38%).2种种植方式下,水芹均可安全适应冬季温带气候;与沙基种植法相比,浮床种植方式更有利于植物总生物量的增加,特别是根系生物量的增加;相对于浮床种植,传统的沙基种植法能使水芹根系在温带冬季大部分时间内保持较高的活力和泌氧能力.因此,考虑到建设成本,在浅水区域可优选传统的沙基(或底泥)种植方式;在深水区域,使用浮床种植的方式,也能保证耐寒水生植物安全度过冬季和保持较高的净化能力.  相似文献   

Radial velocities of population II binary stars. I.     

J. Sperauskas  A. Bartjevi ius 《Astronomische Nachrichten》2002,323(2):139-148

Radial velocities for 114 Hipparcos stars, mostly high transverse velocity binaries without previous radial velocity measurements, are published. Measurements are made with the CORAVEL‐type radial velocity spectrometer. The accuracy of measurements is better than 1 km/s. Two stars, BD +30° 2129A and HD 117466AB are found to be radial velocity variables, and three more stars, HD 119515A, HD 131597AB, and HD 153344, are possible radial velocity variables.  相似文献   

北疆铁路沿线风沙危害的研究   总被引：11，自引：8，他引：11  

孙庆伟  王涛  韩致文  张伟民 《中国沙漠》2004,24(2):182-186

北疆铁路沿线存在着严重的风沙危害。在三个典型路段风沙危害有不同的表现形式, 北疆铁路沿线风沙危害发生与当地干旱多风的气候条件、铁路沿线下伏含沙地层、铁路施工对地表的破坏以及艾比湖周围沙漠化的发展有关。作者通过实验计算空气动力学粗糙度, 比较了三种典型的机械防沙措施的效果, 指出了其中存在的不足。并根据研究结果, 提出了一个优化的防沙体系方案。  相似文献   

GEOLOGICAL HAZARD CHARACTERISTICS AND MACROSCOPIC EPICENTER OF NOVEMBER 25, 2016, ARKETAO,XINJIANG, M_W6.6 EARTHQUAKE          下载免费PDF全文

YAO Yuan  CHEN Jie  LI Tao  FU Bo  WANG Hao-ran  LI Yue-hua  CHEN Jian-bo 《地震地质》2018,40(2):426-439

The M_W6.6 Arketao earthquake occurred on November 25, 2016 in Muji Basin of the Kongur extensional system in the eastern Pamir. The region is the Pamir tectonic knot, one of the two structural knots where the India plate collides with the Eurasian plate. This region is one of the most active areas in mainland China. The seismogenic structure of the earthquake is preliminarily determined as the Muji dextral-slip fault which locates in the north of Kongur extensional system. Based on field surveys of seismic geological hazard, and combined with the characteristics of high altitude area and the focal mechanism solution, this paper summarizes the associated distribution and development characteristics of sandy soil liquefaction, ground fissures, collapse, and landslide. There are 2 macroscopic epicenters of the earthquake, that is, Weirima village and Bulake village. There are a lot of geological hazards distributed in the macroscopic epicenters. Sand liquefaction is mainly distributed in the south of Kalaarte River, and area of sand liquefaction is 1 000m². The liquefaction material gushed along the mouth of springs and ground fissures, because of the frozen soil below the surface. More than 60% of soil liquefactions are formed in the mouth of springs. According to the trenching, these liquefactions occurred in 1.8 meters underground in the gray green silty clay and silty sand layers. The ground fissures are mainly caused by brittle failure, and the deformation of upper frozen soil layer is caused by the deformation of lower soil layer. The ground fissures at Weirima village are distributed in a chessboard-like pattern in the flood plain of Kalaarte River. In the Bulake village, the main movement features of the ground fissure are tension and sinistral slip, and the directions of ground fissures are 90°~135°. The collapse and landslide are one of the important geological disasters in the disaster area. The rolling stones falling in landslide blocked the roads and smashed the wire rods, and the biggest rolling stone is 4 meters in length. We only found a small landslide in the earthquake area, but there are a large number of unstable slopes and potential landslides in the surroundings. The ground fissures associated with sand liquefaction are an important cause of serious damage to the buildings.  相似文献   

农居结构隔震技术研究现状          下载免费PDF全文

尹志勇  孙海峰  景立平  杜秋男 《世界地震工程》2018,34(2):157-165

从地基隔震、基础隔震和混合隔震三类隔震技术3个方面分别阐述了农居结构隔震技术的国内外研究现状。重点介绍了常用的摩擦滑移隔震技术以及隔震滑移位移问题;针对农居工程建设的现状,提出了几个亟待解决或需进一步研究完善的问题。可为从事该研究和设计工作的相关人员提供一定的参考。  相似文献   

Modelling long-term groundwater fluctuations by extreme learning machine using hydro-climatic data   总被引：1，自引：1，他引：0  

Meysam Alizamir  Mohammad Zounemat-Kermani 《水文科学杂志》2018,63(1):63-73

The ability of the extreme learning machine (ELM) is investigated in modelling groundwater level (GWL) fluctuations using hydro-climatic data obtained for Hormozgan Province, southern Iran. Monthly precipitation, evaporation and previous GWL data were used as model inputs. Developed ELM models were compared with the artificial neural networks (ANN) and radial basis function (RBF) models. The models were also compared with the autoregressive moving average (ARMA), and evaluated using mean square errors, mean absolute error, Nash-Sutcliffe efficiency and determination coefficient statistics. All the data-driven models had better accuracy than the ARMA, and the ELM model’s performance was superior to that of the ANN and RBF models in modelling 1-, 2- and 3-month-ahead GWL. The RMSE accuracy of the ANN model was increased by 37, 34 and 52% using ELM for the 1-, 2- and 3-month-ahead forecasts, respectively. The accuracy of the ELM models was found to be less sensitive to increasing lead time.  相似文献   

Elastic properties of sands,Part 1: Micro computed tomography image analysis of grain shapes and their relationship with microstructure     

Zubair Ahmed  Maxim Lebedev 《Geophysical Prospecting》2019,67(4):723-744

Elastic properties of an unconsolidated sand are largely dependent on the elastic properties of its constituent grain and the micro-structure that defines how the grains are arranged within themselves. Coordination number, that is the average number of contacts a grain has with its neighbours, and contact surface area are the two parameters closely related to the microstructure. Moreover, grain shapes and sorting also have substantial influence on these parameters. To calculate these parameters and find any potential relationships with the shape factors, we acquire high-resolution micro computed tomography images of four mechanically compacted unconsolidated dry sand samples that are of different shape factors and sorting indices. After a comprehensive voxel-based data processing, we calculate shape factors such as sphericity and roundness of each grain in all samples. Using own algorithm, we then calculate the coordination number and contact surface area. Results show that samples of well-sorted and higher spherical and rounded grains have higher coordination number and contact surface area than the samples of poorly sorted and lower spherical and rounded grains. Among the poorly sorted samples, coordination number is largely dependent on the fraction of larger grain sizes present in the sample. Inside any given sample, grains of lower sphericity tend to have higher coordination numbers. Moreover, more spherical and rounded grains have greater contact surface area with their neighbours.  相似文献   

南海北部东沙海域巨型水下沙丘的分布及特征   总被引：3，自引：2，他引：1       下载免费PDF全文

耿明会  宋海斌  关永贤  拜阳  刘胜旋  陈业伟 《地球物理学报》2017,60(2):628-638

本文基于多波束测深和高分辨率多道反射地震数据研究了东沙海域深水巨型水下沙丘的特征.巨型水下沙丘发育在230~830m水深的上陆坡范围内,呈斑块状分布.NW-SE向的近海底流体运动不仅冲蚀地层,形成了三条与水下沙丘间隔分布的冲蚀带,为水下沙丘提供了沉积物来源,同时也为水下沙丘的形成提供了动力源.研究区水下沙丘波长(L)范围55~510m,波高(h)范围1.5~20m,二者呈指数关系分布.沙丘的波长随水深增大而增大,波高则在500~700m水深范围内最大.水下沙丘NE—SW向展布的脊线和几何参数关系是与现今水动力条件相平衡的结果.  相似文献