两相流分离鳃与浑水水力分离清水装置的集成试验研究  

Experimental Study on Integration of Two-phase Flow Separation Device and the Turbid Water Hydraulic Power Separation Device

作　　者：高蕾[1] 赵涛[1] 邱秀云[1] 鲁霞[1] 陶洪飞[1] 赵锦程[1] 

机构地区：[1]新疆农业大学水利与土木工程学院,乌鲁木齐830052

出　　处：《新疆农业大学学报》2011年第2期170-173,共4页Journal of Xinjiang Agricultural University

基　　金：国家自然科学基金项目(50969009);高等学校博士学科点专项科研基金资助(20070758003);新疆水利水电工程重点学科基金项目

摘　　要：将两相流分离鰓与浑水水力分离清水装置（以下简称装置）进行集成试验研究。研究表明,把分离鰓沿径向悬挂在装置柱体中后,装置在溢流清水浊度相同的情况下,溢流流量增加了1.5~2.0倍。而且分离鰓的数量对其溢流也有一定的影响,随着分离鳃数量的增加,溢流相同浊度清水的流量也随之增加。This paper investigated the integration of the two-phase flow separation device and the turbid water hydraulic power separation device（Hereinafter referred to as devices）.The results showed that the overflow of the separation device increased by 1.5 to 2.0 times after hanging in the device along the radial direction of the post-column,under the same circumstances of the turbidity of overflow of clear water.And the number of its separation devices overflow also has a certain effect on it.The flow of overflow with the same turbidity of clear water increased with the increase of the number of seperation device.

关 键 词：两相流分离鳃 浑水装置 溢流性能 浊度 

分 类 号：TV145.3[水利工程—水力学及河流动力学]