首页|预处理过滤性能对生物滞留设施污染负荷的影响研究

预处理过滤性能对生物滞留设施污染负荷的影响研究

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搭建3种不同土壤介质层的生物滞留设施,研究预处理设施的过滤效果对生物滞留设施污染负荷的影响,并针对预处理设施常用的过滤介质开展单次及累积污染物去除效果的研究.研究表明,预处理设施能够显著提升下游生物滞留设施的极限污染负荷和排空速率.预处理设施SS去除率从0%提高到40%时,生物滞留设施的极限污染负荷提升80%左右;预处理设施SS去除率从40%提高到60%时,生物滞留设施的极限污染负荷提升幅度开始减弱.从综合效益角度考量,建议预处理设施SS去除率为40%左右.
Study on pretreatment filtration performance and its influence on pollution load of bioretention facilities
The single and cumulative pollutant removal effects of common filtration media in pretreatment were studied,and biological retention facilities of three different soil media layers were built to explore the effects of filtration effects of pretreatment facilities on pollution loads of biological retention facilities.The results show that the pretreatment facility can significantly in-crease the limit pollution load and emptying rate of the downstream bioretention facility.When the SS removal rate of pretreatment facilities is increased from 0%to 40%,the limit pollution load of biological retention facilities is increased by about 80%.When the SS removal rate of pretreatment facility is increased from 40%to 60%,the increase of the limit pollution load of the biological retention facility begins to weaken.From the perspective of comprehensive benefit,it is suggested that the SS removal rate of pretreatment facilities should be about 40%.

PretreatmentBiological retention facilitiesFilterPollution loadSS removal rate

邱琴、岳鹏、王坚伟

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上海建科检验有限公司,上海 201108

上海同晟环保科技有限公司,上海 200082

预处理 生物滞留设施 过滤 污染负荷 SS去除率

上海市住房和城乡建设管理委员会2022年科研项目计划

沪建科2022-002-017

2024

给水排水
亚太建设科技信息研究院,中国建筑设计研究院,中国土木工程学会

给水排水

CSTPCD北大核心
影响因子:0.8
ISSN:1002-8471
年,卷(期):2024.50(6)