| 高负荷生物滤池处理城市污水研究进展 |
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| 引用本文： | 布库鲁,杨健.高负荷生物滤池处理城市污水研究进展[J].环境工程,2004,22(1):22-25. |
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| 作者姓名： | 布库鲁 杨健 |
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| 作者单位： | 同济大学,上海,200092;同济大学,上海,200092 |
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| 摘 要： | 高负荷生物滤池中试研究在城市污水处理厂内进行，进水BOD5为 118mg L。水力负荷在 10～ 2 6m3/m2 ·d的范围内对去除率有着十分显著的影响。在水力负荷HL =10m3/m2 ·d的操作条件下，该反应器对BOD5的去除率平均达到 80 %。通过实验观察发现，基于水力负荷的设计方程可以很好的反映BOD5的浓度
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| 关 键 词： | 废水生物处理 高负荷生物滤池 水力负荷 滤池动力学 |
PROGRESS IN RESEARCH ON TREATING URBAN SEWAGE BY HIGH RATE BIOFILTER |
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| Bukuru GODEFROID et al.PROGRESS IN RESEARCH ON TREATING URBAN SEWAGE BY HIGH RATE BIOFILTER[J].Environmental Engineering,2004,22(1):22-25. |
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| Authors: | Bukuru GODEFROID |
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| Institution: | Bukuru GODEFROID et al |
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| Abstract: | A pilot study of a high-rate biofilter was conducted at a sewage treatment plant with wastewater having a BOD 5 of 118 mg/L.Hydraulic loading did significantly affect removals over a range of 10～26 m 3/m 2·d.Under H.L.=10 m 3/m 2·d operating conditions the reactor reached BOD 5 removals efficiency with an average of 80%.It has been found by obsarvations that BOD 5 concentrations can be well reflected by a design equation based on hydraulic loading. |
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| Keywords: | biological treatment of wastewater high-rate biofilter hydraulic loading and filter kinetics |
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