Implications for physical design: the effect of depth on the performance of waste stabilization ponds

被引:14
|
作者
Pearson, HW [1 ]
Athayde, STS
Athayde, GB
Silva, SA
机构
[1] Univ Fed Rio Grande Norte, Dept Civil Engn, LARHISA, BR-59072970 Natal, RN, Brazil
[2] Univ Fed Campina Grande, Dept Civil Engn, EXTRABES, Campina Grande, Pb, Brazil
[3] Univ Fed Paraiba, Dept Civil Engn, Joao Pessoa, Pb, Brazil
关键词
waste stabilization ponds; depth; removal efficiency; FC; BOD; H2S; NH3;
D O I
10.2166/wst.2005.0429
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Studies on experimental primary facultative ponds showed that varying the depth from 1.25 m to 2.3 m had no effect on the rates of BOD removal. In contrast k values for FC removal rates were higher in the shallower (1.25 m) facultative ponds. The risk of odour release via H S production was higher in the 2.2 m ponds than the 1.25 m ponds and NH3 removal was much better in the 1.25 m facultative ponds. A comparison of the efficiency of shallow 5-pond series (1.0 m and 0.61 m deep) with a 2.2 m deep series showed that the shallow systems were more efficient at FC removal, but the deeper series actually saved land area for the same FC final effluent quality under tropical conditions. However, efficient nutrient removal (N and P) only occurred in the shallow series and effluent standards for nutrient concentrations are unlikely to be met by 2.2 m deep 5-pond series in contrast to the norms for pathogen removal.
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页码:69 / 74
页数:6
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