SEDIMENT TRANSPORT IN THE YANGTZE RIVER ESTUARY     

SHEN Zhigang Department of Engineering Mechanics  Shanghai Jiao Tong University  Hua Shan Road  Shanghai  China. 《国际泥沙研究》2001,16(2)

SEDIMENT TRANSPORT IN TIIE YANGTZE RIVER ESTUARYSHEN Zhigang'ANSTa^CTThe hy~ntalc and the sedimen tranSport Patter'nS within the estUaIy of the YangtZe mver arecomPlex because of intemehon of fluvial and the hdal forCes, depending on freshwate discharge andhdal range. Based on the data measuIed in meent years, thes papo discusses the characterishcs of flowand sNnt movemen in the tw forer EstUaIy and their iIifluences on the evolution of theestuaryKey W: YangtZe mver…  相似文献   

利用TM影像分析潮河与密云水库入库口处泥沙的空间分布   总被引：2，自引：2，他引：2  

程承旗  马廷  王立明  杨德海 《地理科学》2001,21(5):447-451

河流携带的泥沙进入水库后 ,由于河流水体与水库水体的共同作用而在河口区产生沉降。理论上水体中的泥沙含量是与距入库口处的空间距离相关的。并且 ,根据实验与模拟的结果 ,在可见光的任一波段内 ,水体中的含沙量与水面反射率具有一定的相关关系。TM影像的第二、三波段刚好位于含沙水体反射光谱的肩部和峰值部分 ,可以准确地反映水体的含沙情况。以潮河与密云水库的交接处为例 ,在泥沙含量与反射率负指数关系式的基础上 ,利用两个时相的TM影像 ,通过泥沙沉降过程的主轴作用线 ,采用回归模拟和经验公式相结合的办法 ,建立了泥沙沉降过程的遥感空间分布模型 ,讨论了模型中各参数的具体含义 ,描述水体中泥沙含量与沉降的情况。最后 ,采用多个作用轴线进行拟和与空间插值分析 ,建立了水体中泥沙含量的空间分布模拟图 ,经过检测 ,该图较好地反映了河流入库处水体中的泥沙含量情况 ,为遥感技术在监测水体含沙量方面的应用提供了技术基础。  相似文献   

ON THE NUMBER OF FRACTIONS TO COMPUTE TRANSPORT OF SEDIMENT MIXTURES     

Pedro A. BASILE Center for Hydroenvironmental Research  National University of Rosario   《国际泥沙研究》2001,16(3)

1 INTRODUCTIONMany hydro-momhological mathematical models neglect the innuence of river bed maerialheterogeneity and its time and space changes during transport and related erosion/dePosition processes. Inthese models a rePresentative diameter of the river bed grain-size distribution (for examPle d5o) isspecified as initial data in each comPutational point of the modeled domain. Different d5o can be assignedto each ghd point but temPoral changes in bed material gradation cannot be simula…  相似文献   

EVOLUTIONAL CHARACTERISTICS OF HYPER－CONCENTRATED FLOW IN BRAIDED CHANNEL OF THE YELLOW RIVER     

QI Pu  LI Wenxue 《国际泥沙研究》1996,(3)

ＥＶＯＬＵＴＩＯＮＡＬＣＨＡＲＡＣＴＥＲＩＳＴＩＣＳＯＦＨＹＰＥＲ－ＣＯＮＣＥＮＴＲＡＴＥＤＦＬＯＷＩＮＢＲＡＩＤＥＤＣＨＡＮＮＥＬＯＦＴＨＥＹＥＬＬＯＷＲＩＶＥＲ￥ＱＩＰｕ；ＬＩＷｅｎｘｕｅ（Ｓｅｎｉｏｒｅｎｇｉｎｅｅｒ，ＩｎｓｔｉｔｕｔｅｏｆＨｙ...  相似文献   

TRANSPORT OF THE SUSPENDED SEDIMENT IN THE CHANGJIANG ESTUARY     

SHEN Huanting Institute of Esturaine  Coastal Research  East China Normal University  Shanghai  China LI Jiufa Institute of Esturaine  Coastal Research  East China Normal University  Shanghai  China ZHU Huifang Institute of Esturaine  Coastal Research  East China Normal University  Shanghai  China HAN Mingbao Institute of Esturaine  Coastal Research  East China Normal University  Shanghai  China ZHOU Fugen 《国际泥沙研究》1992,(3)

The Changjiang River is characterized by the enormous volume of runoff and the great amount of sediment load with remarkable seasonal variation. The annual runoff sometimes is respondent to the amount of sediment load, and sometimes not. The amount of monthly sediment load after the month of the maximum runoff is larger than those before the month. The sediment concentration and net quantity of sediment transport in the vicinity of the river mouth varies greatly in time between the ebb and flood, spring and neap, and dry seasons and flood seasons. The three bifurcations also have differences in concentration and net quantity in space. Even in the same bifurcation they have differences in and out of the sand bar. At present, the North Channel is the main passage for water and sediment load emptying into the sea from the Changjiang River. More than 50 percent of the sediments from the river basin are deposited nearby the South Branch entrance and the main depositional area is situated in subaqueous delta off the South Channel. Between 122°30'E and 123°E is an important boundary for eastward sediment dispersion from which the suspended sediment are dispersed towards the east by south.  相似文献   

SEDIMENT MANAGEMENT IN NANQIN RESERVOIR     

CHEN Jingliang The Northwest Institute of Hydraulic Research ZHAO Keyu The Northwest Institute of Hydraulic Research 《国际泥沙研究》1992,(3)

In order to preserve the storage capacity of the Nanqin Reservoir for long-term service, several remedial measures have been worked out: (a) measures to control the upstream extension of backwater deposits and to prevent gravel bed load from entering into the reservoir, so that no armour layer will be formed; (b) sediment sluicing by density current to reduce deposits of suspended load; (c) periodical sediment flushing by emptying reservoir to restore the effective storage capacity. In addition, conceptions of flood plain elevation in reservoir, storage volume required in the routing of turbid flow (density flow), the storage capacity that can be restored after being lost by deposition, and the storage volume for sediment regulation are also discussed.  相似文献   

陕北鄂尔多斯盆地埋藏变质作用研究   总被引：11，自引：2，他引：11  

张立飞 《地质学报》1992,66(4):339-349

本文系统地研究了陕北鄂尔多斯盆地的埋藏变质作用。砂岩胶结物在成岩到变质作用转化过程中经历了如下4个阶段:1.粘土胶结阶段;2.压溶长石、石英再生长阶段;3.碳酸盐胶结阶段;4.生成浊沸石阶段。泥岩中粘土矿物组合在埋藏变质过程中出现如下转化:早期蒙皂石、高岭石组合,随埋深的增加转化为伊利石和镁铝蛇纹石混合阶段;进一步埋深出现了伊利石和绿泥石混层阶段;最后转化为分散状的伊利石和绿泥石。  相似文献   

Bed load transport during rising and falling stages on two small streams     

Roger A. Kuhnle 《地球表面变化过程与地形》1992,17(2):191-197

Bed load transport rates were measured with continuously recording pit samplers on two small gravel-bed streams in the Goodwin Creek Research Watershed, northern Mississippi, U.S.A. When transport samples were grouped according to whether the stage was rising or falling, significant differences in mean bed load transport rates were found at nearly all flow strengths. At higher flow strengths, mean bed load transport rates were greater during rising stages than during falling stages. The greater transport rates measured during rising stages may be caused by a lag in the formation and destruction of bed roughness elements. One of the streams also showed evidence for greater transport rates for low flows as the stage declined. This may be caused by differences in the stability of the bed material at the beginning and at the end of a transport event.  相似文献   

An experimental study of sapped drainage network development     

Basil Gomez  Victor T. Mullen 《地球表面变化过程与地形》1992,17(5):465-476

In a basin developed on a stream table, effluent subsurface flow supported a channel network that evolved by a combination of headward growth, lateral widening and divide decay. The area occupied by the developing network increased with time. Circularity was used to characterize network evolution which occurred in three phases (initiation, extension and abstraction). Basin sediment discharge declined exponentially with time. Pronounced quasi-cyclic variability was superimposed upon this general trend. Some of the variability was directly linked to changes in the amount of sediment supplied to the channel. The variation of mean network sediment yield (mean sediment discharge scaled by network area) with time adequately described the general decline in sediment discharge as the network evolved.  相似文献   

Floodplain storage of mine tailings in the belle fourche river system: A sediment budget approach     

Donna C. Marron 《地球表面变化过程与地形》1992,17(7):675-685

Arsenic-contaminated mine tailings that were discharged into Whitewood Creek at Lead, South Dakota, from 1876 to 1978, were deposited along the floodplains of Whitewood Creek and the Belle Fourche River. The resulting arsenic-contaminated floodplain deposit consists mostly of overbank sediments and filled abandoned meanders along White-wood Creek, and overbank and point-bar sediments along the Belle Fourche River. Arsenic concentrations of the contaminated sediments indicate the degree of dilution of mine tailings by uncontaminated alluvium. About 13 per cent of the 110 × 10⁶ Mg of mine tailings that were discharged at Lead were deposited along the Whitewood Creek floodplain. Deposition of mine tailings near the mouth of Whitewood Creek was augmented by an engineered structure. About 29 per cent of the mine tailings delivered by Whitewood Creek were deposited along the Belle Fourche River floodplain. About 60 per cent of that sediment is contained in overbank deposits. Deposition along a segment of the Belle Fourche River was augmented by rapid channel migration. The proportions of contaminated sediment stored along Whitewood Creek and the Belle Fourche River are consistent with sediment storage along the floodplains of perennial streams in other, similar sized watersheds.  相似文献