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生物慢滤系统对再生水中氮磷降解的试验研究 被引量:3

Experiment on degradation of nitrogen and phosphorous in reclaimed water by biological slow filter
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摘要 利用生物慢滤系统中菌-藻共生的特点,对用于景观补水的再生水中氮磷进行有效的去除,可有效预防由于再生水中氮磷营养盐浓度较高而引发的景观水体富营养化问题。通过生物慢滤系统净化再生水的试验研究表明,生物慢滤系统在保持上覆水深为80cm、滤层厚度为80cm、滤速为0.1m/h的条件下,对水体中总氮、氨氮、硝酸盐氮、总磷和高锰酸盐指数平均去除率分别为57.55%、50.16%、46.37%、66.32%和47.04%,叶绿素a的去除率可达95.75%;经生物慢滤系统处理后的再生水在景观储存过程中藻类的生长缓慢,叶绿素a含量始终维持在较低水平,氮磷含量较低且趋于稳定。经生物慢滤池处理的再生水用于景观水体的补充水源,可减少富营养化的发生频率。 Using bacteria-algal symbiosis characteristics of biological slow filtration system and the effective removal of nitrogen and phosphorus in reuse water for landscape replenishment can effectively prevent the problems of eutrophication of landscape water body result from the high nutrient concentration of nitrogen and phosphorus in water. The experimental of reclaimed water purification by biological slow filter system showed that when biological slow filter system keep the conditions of overlying water depth of 80 cm,filter layer thickness of 80 cm,filtration rate of 0. 1m / h,the average removal rate of total nitrogen,ammonia nitrogen,nitrate nitrogen and potassium permanganate index in water is 57. 55%,50. 16%,46. 37%,66. 32% and 47. 04% respectively,the removal rate of chlorophyll a is up to 95. 75%. After the reuse water is treated by biological slow filter system,the growth of algae is slow and the content of chlorophyll a maintains at a low level during the process of landscape storage,and the content of nitrogen and phosphorus is low and stabilizing. The reclaimed water which is treated by biological slow filter system can be used as the replenishment source of landscape water so as to reduce the frequency of eutrophication.
出处 《水资源与水工程学报》 2015年第4期69-72,79,共5页 Journal of Water Resources and Water Engineering
基金 国家自然科学基金项目(51409209) 陕西省水利科技计划项目(2013-09) 陕西省教育厅基金项目(12JK0648 14JK1546) 西北旱区生态水利工程国家重点实验室培育基地基金项目(2013ZZKT-7)
关键词 生物慢滤系统 再生水 氮磷营养盐 氮磷降解 biological slow filter system reclaimed water nitrogen and phosphorous degradation of nitrogen and phoshorous
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  • 1王治军,王伟.污泥热水解过程中固体有机物的变化规律[J].中国给水排水,2004,20(7):1-5. 被引量:54
  • 2Ellis K. V. Slow sand filtration as a technique for the tertiary treatment of municipal sewages. Water Research, 1987,21 (4) :403 -410.
  • 3Malzer H. J. , Gimbel R. Protection layers for the extension of slow sand filter running times in wastewater reuse. Water Science & Technology: Water Supply, 2006,6( 1 ):105 - 111.
  • 4George Nakhla, Shaukat Farooq. Simultaneous nitrificationdenitrification in slow sand filters. Journal of Hazardous Materials, 2003,96 ( 2 - 3 ) :291 - 303.
  • 5Xing Zheng, Zhichao Liang, Martin Jekel. Slow sand filtration of treated domestic wastewater as a pretreatment to ultrafiltration: Effects of operation conditions on pilot scale. Tel Aviv, Israel: the 2nd Switch Scientific Meeting, 2007.
  • 6Jabur S.. The effect of water temperature on the slow sand filter process. Recent Progress in Slow Sand and Alternative Bilfiltration Processes. London: IWA Publishing, 2006.
  • 7AWWA, ASCE, Water Treatment Plant Design (4th edition). Texas : McGraw-Hill Professional Publishing, 2005.
  • 8国家环境保护总局 水和废水监测分析方法编委会.水和废水监测分析方法(第4版)[M].北京:中国环境科学出版社,2002.210-213.
  • 9朱兆亮,曹相生,孟雪征,张杰.上向流好气滤池冬季挂膜启动及运行参数探讨[J].环境工程学报,2009,3(2):215-218. 被引量:10
  • 10曹相生,孟雪征,程树辉,朱兆亮.再生水中内分泌干扰物质的存在及处理现状[J].环境污染与防治,2009,31(5):73-75. 被引量:5

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