水资源与水工程学报
水資源與水工程學報
수자원여수공정학보
JOURNAL OF WATER RESOURCES AND WATER ENGINEERING
2014年
4期
186-189,194
,共5页
许光远%徐志嫱%苏振铎%党航博%王东琦
許光遠%徐誌嬙%囌振鐸%黨航博%王東琦
허광원%서지장%소진탁%당항박%왕동기
生物慢滤池%深度处理%再生水回用%景观水体
生物慢濾池%深度處理%再生水迴用%景觀水體
생물만려지%심도처리%재생수회용%경관수체
biological slow filter%advanced purification%reclaimed water reuse%landscape water
利用生物慢滤池对人工模拟污水和西安市某污水处理厂的二级出水进行了深度净化处理实验,通过分析进出水中氮、磷含量和高锰酸盐指数及上层水和出水中的叶绿素a含量等指标,考察了生物慢滤池的净化效果。结果表明:生物慢滤池对人工模拟污水的处理效果较好,总氮、氨氮、总磷和高锰酸盐指数的去除率分别为66.4%、40.2%、66.4%和73.3%;深度净化污水厂二级出水,总氮、氨氮、总磷和高锰酸盐指数的去除率分别为35.1%、21.0%、30.2%和12.6%,去除率略低于人工模拟实验;生物慢滤池对叶绿素a有很好的截留效果,去除率分别为93.4%和66.4%;生物慢滤池处理后的再生水水质达到《城市污水再生利用景观环境用水水质》要求,可回用于城市景观水体,作为城市景观水体的补充水源,避免水体富营养化的发生。
利用生物慢濾池對人工模擬汙水和西安市某汙水處理廠的二級齣水進行瞭深度淨化處理實驗,通過分析進齣水中氮、燐含量和高錳痠鹽指數及上層水和齣水中的葉綠素a含量等指標,攷察瞭生物慢濾池的淨化效果。結果錶明:生物慢濾池對人工模擬汙水的處理效果較好,總氮、氨氮、總燐和高錳痠鹽指數的去除率分彆為66.4%、40.2%、66.4%和73.3%;深度淨化汙水廠二級齣水,總氮、氨氮、總燐和高錳痠鹽指數的去除率分彆為35.1%、21.0%、30.2%和12.6%,去除率略低于人工模擬實驗;生物慢濾池對葉綠素a有很好的截留效果,去除率分彆為93.4%和66.4%;生物慢濾池處理後的再生水水質達到《城市汙水再生利用景觀環境用水水質》要求,可迴用于城市景觀水體,作為城市景觀水體的補充水源,避免水體富營養化的髮生。
이용생물만려지대인공모의오수화서안시모오수처리엄적이급출수진행료심도정화처리실험,통과분석진출수중담、린함량화고맹산염지수급상층수화출수중적협록소a함량등지표,고찰료생물만려지적정화효과。결과표명:생물만려지대인공모의오수적처리효과교호,총담、안담、총린화고맹산염지수적거제솔분별위66.4%、40.2%、66.4%화73.3%;심도정화오수엄이급출수,총담、안담、총린화고맹산염지수적거제솔분별위35.1%、21.0%、30.2%화12.6%,거제솔략저우인공모의실험;생물만려지대협록소a유흔호적절류효과,거제솔분별위93.4%화66.4%;생물만려지처리후적재생수수질체도《성시오수재생이용경관배경용수수질》요구,가회용우성시경관수체,작위성시경관수체적보충수원,피면수체부영양화적발생。
The paper carried out advanced purification experiment on both simulated wastewater and the secondary effluent of a wastewater treatment plant in Xi'an by applying biological slow filter pool .The purification effect was evaluated through the analysis of nitrogen , phosphorus contents and potassium per-manganate indices in the influent and effluent as well as chlorophyll a content in the overlying water and effluent .The results suggested that biological slow filter showed better treatment performance on simulated sewage and the removal rate of total nitrogen , ammonia nitrogen , total phosphorus and potassium perman-ganate index is 66.4%, 40.2%, 66.4%and 73.3%respectively;the removal rate of the secondary ef-fluent of a wastewater treatment plant to which is 35 .1%, 21 .0%, 30 .2%and 12 .6%,the removal rate is lower than that of manual simulated test .Moreover , biological slow filter has good retention effect to chlorophyll a , the removal rate is 93 .4% and 66 .4% respectively .The quality of the reclaimed water treated by the biological slow filter reaches the requirements of water quality standard for scenic environ -ment use .Therefore , the reclaimed water can be re-used as urban landscape water body and prevent the occurrence of eutrophication .