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对初期雨水径流弃流问题的探讨 被引量:7

Discussion on Split-flow of First Flush Runoff
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摘要 采用混凝/沉淀工艺处理某高校校园的路面初期雨水径流,并对其弃流问题进行了探讨。结果表明,最佳混凝剂为聚合氯化铝(PAC),其最佳投量为20~35 mg/L;混凝/沉淀工艺对初期雨水的浊度、COD的去除率较高,均可达90%以上;不预沉的初期雨水径流的混凝/沉淀效果明显优于预沉后的;综合考虑初期雨水弃流装置的建设、运行、维护、管理等因素,建议校园或类似区域宜选择初期雨水不弃流,将收集到的全部雨水经混凝/沉淀处理后再利用。 The coagulation/sedimentation process was applied to treat road first flush runoff in a campus, and the split-flow was discussed. The results show that the best coagulant is polyaluminium chloride (PAC) , and its optimal dosage is 20 to 35 mg/L. The removal rates of turbidity and COD from the first flush by coagulation/sedimentation process are high, both reaching more than 90%. The coagulation/sedimentation efficiency of the first flush without pre-sedimentation is obviously better than that with pre-sedimentation. Considering the factors of construction, operation, maintenance and management of first flush removal devices, the initial split-flow in campus or similar district is not suggested. All rainwater runoff collected can be reused after the coagulation/sedimentation treatment.
出处 《中国给水排水》 CAS CSCD 北大核心 2009年第19期106-108,共3页 China Water & Wastewater
基金 天津科技支撑重点项目(08ZCGYSF00100) 国家水体污染控制与治理科技重大专项(2008ZX07314-004)
关键词 初期雨水径流 弃流 混凝 预沉 first flush runoff split-flow coagulation pre-sedimentation
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  • 1刘鹏,赵昕,郭汝艳.国家体育场雨洪利用初步设计简介[J].给水排水,2004,30(7):79-82. 被引量:16
  • 2刘鹏,赵昕.国家体育场初期雨水弃流方式的比较与选择[J].给水排水,2004,30(7):82-84. 被引量:14
  • 3车伍,刘翠云,陈和平,李俊奇,余苹.雨水干管污染物输送规律研究[J].给水排水,2004,30(8):30-35. 被引量:15
  • 4Millar R G.Analytical determination of pollutant washoff parameters[J].J Environ Eng,1999,125 (10):989-992.
  • 5Charbeneau R J,Barrett M E.Evalution of methods for estimating stormwater pollutant loads[J].Water Environ Res,1998,170(7):1295-1302.
  • 6Torben Larsen,Kirsten Broch,Margit Riis Andersen.First flush effects in an urban catchment area in Aalobrg[J].Water Sci Technol,1998,37 (1):251-257.
  • 7Sansalone J J,Buchberger S G.Partitioning and first flush of metals in urban roadway storm water[J].J Environ Eng,1997,123 (2):134-143.
  • 8Che W,Liu Y,Li J Q.Flush model of runoff on urban non-point source pollutants and analysis[A].Water and Environmental Management Series[C].London:IWA Publishing,2003.
  • 9Bertrand J L,Chebbo G,Saget A.Distribution of pollutant mass vs volume in stormwater discharges and the first flush phenomenon[J].Water Res,1998,32 (8):2341-2356.
  • 10Jun Ho Lee,Ki Woong Bang.Characterization of urban stormwater runoff[J].Water Res,2000,34 (6):1773 -1780.

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