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降雨间隔和填料组合对生物滞留设施净化效果的影响

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降雨间隔和填料是生物滞留设施污染物净化效果的关键影响因素,研究在不同降雨间隔(2、7 d和15 d)和不同进水污染物负荷条件下,研究了 3种不同组合方式填料的生物滞留设施对污染物的净化效果。结果表明:降雨间隔对NO3-N的去除效果影响最大,降雨间隔越久,越不利于NO3--N的去除,甚至出现去除率为负的现象;长降雨间隔(15 d)下,CODC,去除率有所降低;氨氮和TP的去除效果受降雨间隔影响较小。锰砂+麦饭石+沸石+土壤混合填料与其余两种组合方式填料相比,能够提升生物滞留设施的抗干旱能力和抗污染物负荷冲击能力,在高降雨间隔(15 d)下能保持较优的CODCr去除率(90%左右)和较稳定的NO3-N去除能力,在不同污染物负荷下NO3--N去除率较优(40%以上)。研究结果可为杭州地区生物滞留设施合理设计及应用提供参考。
Effect of Rainfall Interval and Packing Combinations on Purification Effectiveness of Bioretention Facilities
Rainfall interval and packings are the essential factors impacting on the pollutant purification effectiveness of bioretention facilities.In this study,the performance of bioretention facilities with three different packing combinations on pollutants was investigated under different rainfall intervals(2,7 days and 15 days)and different influent pollutant loading conditions.The results showed that:the rainfall interval had the greatest influence on the removal effect of NO3--N,the longer the rainfall interval was,the more unfavorable the NO3--N removal was,and there was even the phenomenon of a negative removal rate.The removal rate of CODCr decreased under long rainfall interval(15 days),and the removal effect of ammonia nitrogen and TP was slightly influenced by rainfall interval.Compared with the rest two packing combinations,manganese sand+maifanite+zeolite+soil hybrid packing could improve the drought resistance and pollutant load impact resistance of bioretention facilities,maintained superior CODCr removal rate(around 90%)and stable NO3--N removal capacity under high rainfall interval(15 days),and NO3--N removal rate was higher(more than 40%)under different pollutant loads.The study results can provide a reference for the reasonable design and application of biological detention facilities in Hangzhou.

bioretention facilitycombined packingrainfall intervalpollutant loadrainwater purification

王琦、颉亚玮、王永、谢宇菲、刘宏远

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浙江工业大学土木工程学院,浙江杭州 310023

浙江省城市水业协会,浙江杭州 310009

浙江省城乡规划设计研究院,浙江杭州 310030

生物滞留设施 组合填料 降雨间隔 污染物负荷 雨水净化

国家自然科学基金国家自然科学基金浙江省自然科学基金

5207011152170093LY22E080010

2024

净水技术
上海市净水技术学会,上海市城乡建设和交通委员会科学技术委员会办公室

净水技术

CSTPCD
影响因子:0.643
ISSN:1009-0177
年,卷(期):2024.43(3)
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