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Analyzing Processes of Sedimentation and Consolidation of Cohesive Sediments in Dez Dam Reservoir

机译:德兹坝水库泥沙淤积与固结过程分析

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Sedimentation and consolidation of cohesive sediments near the dam body can cause many problems such as clogging the bottom outlets and entering the sediments into the hydropower intakes. Flushing of these sediments through the bottom outlet will be successful only if the hydraulic conditions are designed according to the physical and mechanical properties of consolidated sediments. During the past decades many researches have been conducted on the distribution of non cohesive sediments in the reservoir, yet little information is available for cohesive sediments. Therefore the main purpose of this study is to conduct a physical model study to investigate the process of sedimentation and consolidation of cohesive sediments in the dam reservoir. The experimental tests were conducted in a settling column test with a height of 3.8 m and diameter of 0.3m. The sediment samples were collected from the Dez dam reservoir since it is predicted that in less than 5 years the sediment will reach to such an elevation that can enter into the hydropower intakes. The obtained results show that there is a an algorithmic relationship between the time and changing of the sediment concentration during the sedimentation and self-weight consolidation processes. This process can be divided into four separate phases. It is also of note that in this paper the effective stress-void ratio and coefficient of permeability – void ratio relationship were obtained as a power relationship, which are in agreement with the results obtained by other investigators. These relationships can be used as primary data in the mathematical model of sedimentation and consolidation. Keywords: Sedimentation, Physical model, Consolidation parameters, Effective stress. Full-Text Type of Study: Research | Subject: Ggeneral Received: 2008/01/9 Related Websites Scientific Publications Commission - Health Ministry Scientific Publications Commission - Science Ministry Yektaweb Company Site Keywords ?????, Academic Journal, Scientific Article, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ????? ??, ???? ?? Vote ? 2015 All Rights Reserved | JWSS - Isfahan University of Technology
机译:坝体附近粘性沉积物的沉淀和固结会引起许多问题,例如堵塞底部出口并将沉积物进入水力发电站。仅当根据固结沉积物的物理和机械特性设计水力条件时,才能通过底部出口冲洗这些沉积物。在过去的几十年中,对储层中非粘性沉积物的分布进行了许多研究,但是对于粘性沉积物的信息很少。因此,本研究的主要目的是进行物理模型研究,以研究大坝水库中粘性沉积物的沉积和固结过程。实验测试在高度为3.8 m,直径为0.3m的沉降柱测试中进行。沉积物样本是从Dez大坝水库收集的,因为据预测,在不到5年的时间内,沉积物将达到可以进入水电进口的高度。获得的结果表明,在沉积和自重固结过程中,时间与沉积物浓度的变化之间存在算法关系。此过程可以分为四个单独的阶段。还要注意的是,在本文中,有效应力-空隙率和渗透系数-空隙率之间的关系是幂关系,这与其他研究人员得出的结果一致。这些关系可以用作沉积和固结数学模型中的主要数据。关键字:沉积,物理模型,固结参数,有效应力。全文研究类型:研究|主题:一般收稿日期:2008/01/9相关网站科学出版物委员会-卫生部科学出版物委员会-科学部Yektaweb公司网站关键字??????,Academic Journal,Scientific Article,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ?????? ??,???? ??投票吗? 2015版权所有| JWSS-伊斯法罕工业大学

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