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论文摘要

大尺度浑水水力分离清水装置的水沙分离试验研究

Experimental Study on Water-Sediment Separation of Large Scale Turbid Water Hydraulic Power Separation Device

作者:赵涛(新疆农业大学 水利与土木工程学院);李琳(新疆农业大学 水利与土木工程学院);牧振伟(新疆农业大学 水利与土木工程学院);邱秀云(新疆农业大学 水利与土木工程学院)

Author:Zhao Tao(College of Water Conservancy and Civil Eng.,Xinjiang Agricultural Univ.);Li Lin(College of Water Conservancy and Civil Eng.,Xinjiang Agricultural Univ.);Mu Zhenwei(College of Water Conservancy and Civil Eng.,Xinjiang Agricultural Univ.);Qiu Xiuyun(College of Water Conservancy and Civil Eng.,Xinjiang Agricultural Univ.)

收稿日期:2013-05-17          年卷(期)页码:2014,46(1):47-53

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:浑水水力分离清水装置;水沙分离;物理试验

Key words:turbid water hydraulic power separation device;water-sediment separation;experimental study

基金项目:国家自然科学基金资助项目(50469003)

中文摘要

为得到大尺度浑水水力分离清水装置出清率与进流浓度、进流流量和底孔直径的关系,采用物理模型试验的方法对其进行了系列试验研究,并结合室内小尺度物模结果进行分析。结果表明:当溢流流量比较小时,不同的进流流量和底孔孔径对应的溢流浊度相差不大;当溢流流量较大时,溢流浊度随之增加,且溢流流量与进流流量基本呈正比。随着底孔孔径和进流浓度的增加,出清率逐渐减小,在相同进流浓度时装置尺寸越大,出清率越高。并总结出了在固定溢流浊度下,进流浓度、装置直径和清水溢出流量三者的关系式。

英文摘要

The influences of inlet concentration,inlet discharge,and bottom outlet aperture on the percentage of clear water in large scale turbid water hydraulic power separation device were investigated based on the experimental study.The results showed that the overflow turbidity influenced by different inlet discharge and bottom outlet aperture is not obviously different when overflow discharge is small. The overflow turbidity will increase with the increase of overflow discharge, and the overflow discharge almost varies directly with inlet discharge. The percentage of clearwater decreases with increase of bottom outlet aperture and inlet concentration, but increases with increase of of device increased under the same inlet concentration. The formula among inlet concentration, diameter and overflow discharge under the same overflow turbidity was proposed.

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