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机构地区:[1]同济大学城市污染控制国家工程研究中心,上海200092 [2]法国国立农业学院,巴黎 [3]河北工程大学城市建设学院,河北邯郸056038
出 处:《净水技术》2007年第3期25-28,共4页Water Purification Technology
摘 要:采用过滤、混凝澄清和化学氧化法对受木屑污染的雨水中的氮进行了去除研究。实验结果表明90%氮在雨水中以溶解态存在,难以通过过滤、混凝澄清等物理方法去除。次氯酸钠氧化法能高效氧化水中的氨氮并以氮气的形式去除,氨氮的去除量同次氯酸钠剂量呈线性关系,去除1g氨氮需要8.86g活性氯(以Cl2计)。综合投加不同剂量的次氯酸钠后测定了水中余氯、总氮、氨氮等含量曲线,污水中氨氮优先于有机氮同次氯酸钠反应而去除,因而可控制加药量而避免产生大量消毒副产物(DBPS)。同时研究了加药后氧化还原电位(ORP),表明可通过ORP的变化为运行控制提供简便可靠的依据。Filtration, coagulation and flocculation, and oxidation were used to remove the nitrogen from rainwater polluted by wood chips. The results showed that 90% of nitrogen in rainwater is soluble and can not be removed by filtration or coagulation/flocculation, but can be removed by reaction with NaClO: ammonia is oxidized as gaseous nitrogen. The relation between the removal quantity of ammonia and the dosage of NaClO was linear. The removal of 1 g ammonia needed 8.86 g active chlorine (Cl2). In combination of the relations between the dosages of sodium hypochlorite with residual chlorine, TN, N-NH3, etc., it could be concluded that the reaction between ammonia and sodium hypochlorite is prior to other organic nitrogen in wastewater. Thus, the disinfecting by-products (DBPs) can be reduced by limited dosage of NaClO. The effect of dosage of NaClO on ORP was also studied for the control of the dosage in site.
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