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长江水源:我们如何科学利用?
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作者 王宜同 《决策》 1996年第2期45-45,共1页
此文是作者在安徽省供水协会’95年会上的一次发言节选,文章对我省沿江城市科学制用长江水源提出了一些颇有价值的看法和建议,现予以刊登,以飨读者。
关键词 长江水系 科学利用 供水水质 水厂 安庆 生产管 助凝剂 水源保护 出厂水 洗滤池
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芜湖市引进外资建设杨家门水厂
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《当代建设》 1994年第3期18-19,共2页
芜湖市引进外资建设杨家门水厂杨家门水厂是芜湖币“三年大变样”的减市基础设施重点建设工程之一,也是该市继一、二、三、四水厂之后兴建的又一座大中型水厂。该厂已于93年12月18日举行了开工奠基仪式,芜湖市委、市政府要求9... 芜湖市引进外资建设杨家门水厂杨家门水厂是芜湖币“三年大变样”的减市基础设施重点建设工程之一,也是该市继一、二、三、四水厂之后兴建的又一座大中型水厂。该厂已于93年12月18日举行了开工奠基仪式,芜湖市委、市政府要求95年底基本建成。蓝图上的杨家门水厂... 展开更多
关键词 引进外资 芜湖市 气水反冲 工艺流程 水厂 洗滤池 流动电流 变频调速电机 高分子化合物 微机测控
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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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