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混凝土搅拌车冲洗废水处理工艺研究与应用--以金沙江白鹤滩水电站为例 被引量:1
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作者 陈洋 王玮 +2 位作者 朱亚鹏 欧阳秋平 罗龙海 《人民长江》 北大核心 2021年第3期158-161,共4页
目前对于混凝土搅拌车冲洗废水的处理尚无成熟有效的工艺。以金沙江白鹤滩水电站为例,从混凝土搅拌车冲洗废水水质特性出发,根据废水污染因素的类型,通过调研混凝土搅拌车冲洗废水常用的预处理设备,参考类似生产废水处理方案,提出了一... 目前对于混凝土搅拌车冲洗废水的处理尚无成熟有效的工艺。以金沙江白鹤滩水电站为例,从混凝土搅拌车冲洗废水水质特性出发,根据废水污染因素的类型,通过调研混凝土搅拌车冲洗废水常用的预处理设备,参考类似生产废水处理方案,提出了一种新型的混凝土搅拌车冲洗废水处理工艺,即砂石分离机+DH高效污水净化器+板框压滤机的处理工艺;并结合该工艺在白鹤滩水电站的实际应用情况,从系统运行管理、创新混凝土搅拌车监管手段、工艺优化等方面进行了总结。相关经验可供类似工程借鉴。 展开更多
关键词 冲洗废水处理 混凝土搅拌车 工艺研究 白鹤滩水电站
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宝明油页岩露天矿水处理设计
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作者 贾桢桢 《露天采矿技术》 CAS 2016年第2期82-85,共4页
详细介绍了冲洗废水和生活污水处理工艺流程、各建构筑物的设计计算及设备选型,经处理达标后复用于冲洗用水、室外地面洒水和春夏季绿化用水。
关键词 坑内水处理 冲洗废水处理 生活污水处理
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Simultaneous Carbon and Nitrogen Removal in Wastewater Treatment Using a Partially Packed Biological Aerated Filter (BAF) without Backwashing Process
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作者 Z. Amir S. Fatihah +1 位作者 M. Denecke S.M. Zain 《Journal of Environmental Science and Engineering》 2010年第7期15-23,共9页
Biological aerated filter (BAF) is an advanced oxidation process that can sustain high volumetric loads with high quality effluent. However, backwashing process needed for the system limits its applicability. This s... Biological aerated filter (BAF) is an advanced oxidation process that can sustain high volumetric loads with high quality effluent. However, backwashing process needed for the system limits its applicability. This study is to investigate the possibility of removing carbon and nitrogen simultaneously in a biological aerated filter (BAF) with partially packed media without any backwashing process. The upper part of BAF up to 0.5 m depth is packed with plastic media (Kaldnes K1) with diameter and length of 10 mm and 7 mm respectively. This partially packed BAF creates a hybrid system of attached growth and suspended growth combined in a single reactor. Three C:N ratios, i.e. 15, 10 and 4, were compared during this study by varying the nitrogen loading while the carbon loading was kept constant at 1.0±0.54 kg COD/(m^3·d). The organic loading rate (OLR) ratios were calculated based on carbon and TKN loading. The carbon removal percentage of 86.7±7.3%, 85.1±10.3%, and 91.0±5.6% and TKN removal percentage of 24.7±11.6%, 48.0±25.9% and 62.8±7.9% were achieved after steady-state for the C:N ratio of 15, 10, and 4 respectively. Suspended solid concentration in the effluent was found to be high throughout the treatment, but no clogging occurred during the 4 months of operation period even though backwashing was eliminated. 展开更多
关键词 BAF carbon removal NITRIFICATION BACKWASHING C:N ratio
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