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101.
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
102.
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
103.
重熔斑岩型锡多金属矿床具有明显的蚀变、矿化分带性,由含矿岩体向外(或从深部到地表)蚀变分带依次为:碱性长石化带→黑鳞云母云英岩化带→黄玉云英岩化带→绢英岩化带→硅化带→似青盘岩化带;矿化分带为:钨(锡、钼、铜)→锡(钼、铋、锌)→钼(锡、铅、锌)→铅、锌(银、锡)。前两个矿化带与黄玉云英岩化带关系十分密切,钼矿化带与绢英岩化带和硅化带有关,铅—锌矿化带主要产于硅化带与似青盘岩化带叠加部位。 相似文献
104.
黄河兰州谷地新构造运动的初步研究 总被引:8,自引:1,他引:8
通过分析新构造运动在黄河兰州谷地的表现,证明自上新世末以来本区新构造运动强烈,相继发生过3次主要构造事件,制约和影响黄河兰州谷地的形成、发育及环境演变。新构造运动以脉动式整体抬升和差异式断块运动的方式活动,使本区自2.4Ma以来上升约800m。由于特定的地貌位置和特殊的区域地质构造,本区新构造运动完全受制于青藏高原阶段性强烈隆起。 相似文献
105.
地震信息对薄砂岩储层特性的描述 总被引:1,自引:0,他引:1
近年来,以地震信息为主进行油气藏描述,这是当前对石油勘探的重点攻关课题.本文结合我国陆上和海域部分油田或含油气构造的实际资料,运用地震信息为主,结合测井、地质及钻井等资料,对储层进行综合解释。同时,提出了用多地震信息计算薄层厚度的基本公式,根据地区性岩性和地震资料的差异,使用了确定性地质统计和Coringing分析两种方法进行储层物性参数的预测,文中给出大量的实例说明各种储层参数描述方法和应用效果。 相似文献
106.
YU Wei-Sheng Post-Doctoral Fellow Hydraulic Research Laboratory National Taiwan University Taipei Taiwan China LEE Hong-Yuan Professor Department of Civil Engineering National Taiwan University Taipei Taiwan China 《国际泥沙研究》1993,(2)
I. INTRODUCTIONWhen a sediment--laden flow reaches the backwater zone of a reservoir, the suddenreduction of flow velocity causes sediment particles to settle toward the river bed. Undercertain circumstsnces, it will plunge and form a layer of sediment--water mixture flowingbeneath the water surface. This flowing layer is called the turbidity current. A turbiditycurrent is relatively stable and has important impacts on reservoir sedimentation.In the case of deep reservoirs, due to temper… 相似文献
107.
WANG Guixian WANG Xingkui GUO Jiachao Professor Sediment Research Laboratory Dept. of Hydraulic Engineering Tsinghua University Beijing China. Associate Professor Dept. of Hydraulic Engineering Tsinghua University. Assistant Dept. of Hydraulic Engineering Tsinghua University. 《国际泥沙研究》1993,(3)
I. INTRODUCTIONResistance to flow in alluvial streams is one of the crucial problems in fluvial hydraulics. Despite that large amount of studies have been conducted for centuries, no perfectmethod describing and calculating the resistance to flow in alluvial streams is availablehll now. Investigation on bed forms and resistance properties of light--weight bed materials is even more scarce. USWES (1936) has conducted systematic experiments onlight--weight materials in a flume & m long an… 相似文献
108.
FAN Jiahua Prof. Senior Engineer Inst. Water Conservancy Hydroelectric Power Research P.O. Box Beijing China 《国际泥沙研究》1993,(3)
I. INTRODUCTIONA discharge of 100--200 m3 / s is needed to be diverted from a tidal reach and utilized as cooling water for a Droposed power plant in the Yangtze Estuary. The diversionchannel is divided into two parts by a levee along the river bank, an open channel stretchinside the levee is connected with a trench dredged on the floodplain, as shown in Pig. 1.Since the flow and sediment regimes in these two stretches are different, analysis is madeseparately for each of them.11. ESTI… 相似文献
109.
743离子交换快速分离—等离子体光谱法同时测定十五个稀土元素 总被引:1,自引:0,他引:1
本文研制了适用于地质样品中15个稀土元素分析的快速方法。样品经碱熔沉淀分离和743阳离子交换树脂分离富集将稀土元素制备成溶液用等离子体光谱法(ICP-AES)进行测量。方法检出限为0.002-0.3μg/g,当稀土元素含量为0.5-80,μg/g时,方法相对标准偏差为15%-2%。本方法经过多年的样品分析考验以及不断的改进和完善,证明方法简便快速,分析数据稳定可靠,能很好地满足地质样品中15个稀土分量测定的要求。 相似文献
110.
淄博市大武水源地是中国北方罕见的特大型岩溶-裂隙地下水水源地,地下水开采量为52×10~4m~3/d。为了对岩溶地下水进行有效监测,需要建立最优的地下水监测网。文中在对岩溶地下水流系统分析的基础上,建立了地下水流系统确定性-随机性数学模型,运用有限元与卡尔曼滤波耦合的模拟递推算法,对大武水源地地下水监测网进行了优化设计,结果显示:现有地下水位动态监测网难以达到监测目标,最优地下水位监测网由14个监测井,每月监测一次的监测频率组成,比现有地下水位监测网减少了2个监测井。 相似文献