望虞河泥沙颗粒分析试验研究     

王玉萍 《水文科技信息》1995,12(1):9-11

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泥沙起动判别标准探讨   总被引：3，自引：1，他引：2       下载免费PDF全文

何文社  方铎  曹叔尤  杨具瑞  刘兴年 《水科学进展》2003,14(2):143-146

分析了现有起动标准的不足之处。在制定起动标准时,不但要考虑水流条件,还必须考虑泥沙颗粒在床面的相对位置。对同一粒径的泥沙颗粒,其起动条件不是一个常量,而是位于一个区间,它随颗粒在床面的相对暴露度而变化。根据力学原理,推导了泥沙颗粒起动时的临界无量纲切应力公式,并对其系数取值进行了理论计算。计算结果表明,对同一粒径、在同一起动状态下,泥沙颗粒的起动临界条件并非一个常量。并从理论上分析得到了临界值的范围,对个别及少量起动,其无量纲临界切应力为0.021～0.042及0.041～0.062。  相似文献   

Landsat-TM遥感影像岸线变迁解译研究--以九龙江河口地区为例   总被引：2，自引：2，他引：2  

陶明刚 《水文地质工程地质》2006,33(1):107-110

利用遥感与GIS技术相合的手段，在分析九龙江河口地区地物波谱的基础上，对研究区两期遥感影像（1986年6月与2000年5月的陆地卫星Landsat—TM资料）进行解译和岸线提取。通过与20世纪70年代的地形图进行对比分析，发现九龙江北、西溪过河口大沙洲后分成北、中、南3个支流入海，其中以浒茂洲两侧的支流岸线变化最大；海门岛至口门段河口两侧岸线也有不同程度的变化；厦门西港海区是本研究区岸线变化最大的区域。文章最后对岸线变迁和河口淤积进行了初步的分析。  相似文献   

洞庭湖泥沙淤积数值模拟模式   总被引：4，自引：0，他引：4       下载免费PDF全文

施勇  栾震宇  胡四一 《水科学进展》2006,17(2):246-251

在确保沙量守恒的非恒定流、非均匀沙的二维水沙数学模型的基础上,通过洞庭湖水沙输运和河床变形计算实践,比较了两种冲泻质与床沙质的转化模式,提出了包括冲泻质在内的泥沙淤积模式和水沙动边界计算模式.从洞庭湖泥沙输运和河床变形计算的结果看,洞庭湖泥沙淤积数值模式具有较好的稳定性和较高的模拟精度,说明所建湖泊泥沙模型的良好性能和具有推广运用的前景.  相似文献   

EXPERIMENTAL STUDY ON THE RELATIONA OF BED MORPHOLOGY WITH SURFACE FLOW IN MEANDER CHANNELS     

Heqing DU Hajime MIWA 《国际泥沙研究》2006,21(1):1-12

Alternate bars have the property that they migrate downstream whenever floods occur. However, in meander channels whose bend angles are larger than a critical value, the migration of bars can be suppressed, and the positions of bank erosion and flood attack also will be steady. In this study, the bed morphology in flume channels with bends of various lengths and angles is investigated at various flow discharges, and the relation of bed morphology to surface flow is investigated in detail using fluid measuring software. An effort is made to obtain guidelines for the plane shape design of meander channels. Based on the experimental results of bed topography and measurement of surface flow direction and velocity distribution, from the viewpoint of bank erosion and the concentration and dispersion of flood flow the most suitable plane shape for meandering channels is suggested through which the migration of alternate bars is suppressed.  相似文献   

Book Review     

Chih Ted Yang 《国际泥沙研究》2007,22(1):78-79

The construction and operation of reservoirs can bring many benefits to the society, such as irrigation, flood control, navigation, power generation, recreation, and environmental benefits. As soon as a reservoir is completed and starts storing water, part or most of the sediment transport processes in a river is interrupted. Most of the incoming sediments are trapped in the reservoir, forming delta with back water affecting a long distance upstream. Reservoir sedimentation can reduce the reservoir＇s volume needed for flood control, irrigation, water supply, power generation, navigation, etc. As sediments approaching hydraulic structures, the operation of structures can be adversely affected or render useless. If no action is taken to remediate the sedimentation problems, a reservoir may lose its original design functions, and may pose a safety concern.  相似文献   

INTEGRATION OF THE MODELS OF ANNAGNPS AND REMM TO ASSESS RIPARIAN BUFFER SYSTEM FOR SEDIMENT REDUCTION     

Yongping YUAN Ronald BINGNER Randall WILLIAMS Richard LOWRANCE David BOSCH Joe SHERIDAN 《国际泥沙研究》2007,22(1):60-69

The United States Department of Agriculture (USDA) Annualized Agricultural Non-Point Source Pollution model (AnnAGNPS) is used to help evaluate a watershed response to agricultural management practices to control water quality. However, AnnAGNPS version 3.5 does not contain features to estimate the effect of a riparian buffer (RB) system on water quality. The Riparian Ecosystem Management Model (REMM) is used to simulate the impact of riparian buffer systems on water quality. However, frequently the lack of measured upland loadings that are required by REMM simulation limits the application of REMM. To address this data gap, a study was conducted to integrate AnnAGNPS with REMM for RB system simulation. AnnAGNPS was used to simulate water and sediment loadings from an upland field into a three-zone RB system at the Gibbs Farm located in the Georgia coastal plain. These AnnAGNPS outputs were used as the inputs to REMM. REMM was used to simulate water and sediment movement along the riparian buffers. The AnnAGNPS simulated amount of annual runoff at the edge of the field was close to observed amounts (Nash-Sutcliffe efficiency of 0.92). It is believed that a substantial portion of sand was removed from the runoff one meter into the grass buffer where the samplers were located; therefore, sand was excluded from the AnnAGNPS simulation for comparison with observed sediment. Excluding sand, the AnnAGNPS predicted amount of annual sediment matches the observed amount fairly well (Nash-Sutcliffe efficiency of 0.46). In addition, based on evaluating the percent reduction of sediment at each zonal interface, the AnnAGNPS/REMM model well simulated the function of the RB system to reduce sediment.  相似文献   

NOTES FOR CONTRIBUTORS     

《国际泥沙研究》2007,22(3):F0003-F0003

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博尔塔拉河温泉水文站输沙率与流量异步施测法分析     

张莉萍  朱健  朱永生  霍丽  木明江·吾守尔  ZHANG Li-ping  ZHU Jian  ZHU Yong-sheng  HUO Li  Muminjian· WUXUR 《沙漠与绿洲气象(新疆气象)》2007,1(1):36-38

在悬移质输沙率与流量异步施测法基本原理分析的基础上,根据河流特性建立了多年综合及相邻流量测次累积面积百分数与累积流量百分数相关曲线法不同的部分流量权重系数借用方案。经实测资料检验输沙率与流量异步施测法的计算误差符合《河流悬移质泥沙测验规范》精度要求,能满足悬移质泥沙测验的生产需求。  相似文献   

断面输沙率计算方法的商榷     

刘启和  白宝丰 《水文》1998,(5):41-42

１我国现行使用的断面输沙率计算方法我国现行水文断面输沙率计算方法,按国家技术监督局和中华人民共和国建设部１９９２年７月２４日联合发布的《河流悬移质泥沙测验规范》规定：河道断面输沙率由部分输沙率求和而得,计算公式为：Ｑｓ＝Ｃｓｍ１·ｑ０＋１２（Ｃｓｍ１...  相似文献