Affiliation(s)
1. Department of Agricultural Mechanization & Irrigation Engineering, Busitema University, Tororo 236, Uganda
2. Agricultural Engineering and Appropriate Research Center, National Agricultural Research Organization, Kampala 7144, Uganda
3. Department of Agricultural and Biosystems Engineering, College of Agricultural and Environmental Sciences, Makerere University, Kampala 7062, Uganda
4. Department of Agricultural and Biosystems Engineering, Iowa State University, 1340 Elings Hall, Ames, Iowa 50011-3270, USA
ABSTRACT
The increasing Uganda’s urban population growth has led to limited space
coupled with high cost of living, thus making it
difficult for the urban poor in congested areas to afford fish protein hence
poor nutrition among the low income earners. Therefore this study was conducted
to evaluate the performance of collard based bio-filtration system for
filtering fish tank effluent for re-use in congested peri-urban areas. Field
physical-chemical parameters (ammonia, nitrate, dissolved oxygen, temperature
and pH) were measured at various bio-filter lengths in the effluent from both
collard based and GBF (Gravel Based
Bio-Filter). Differences in mean ammonia and nitrate levels at various lengths were
analyzed using one-way ANOVA at p = 0.05. Ammonia levels were
significantly reduced (p < 0.05) at various lengths: L0 99.1 mg/L; L1 75.8
mg/L (23.6%); L2 53.1 mg/L (46.4%); L3 25.8 mg/L (74%) and L4 6.6 mg/L (93.4%). Similarly, nitrate levels significantly reduced (p <
0.05): L0 11.8 mg/L; L1 7.2 mg/L (39.4%); L2 3.6 mg/L (69.2%); L3 1.6 mg/L (86.7%) and L4 0.1 mg/L (99.3%). Significant difference (p <
0.05) was obtained in mean ammonia and nitrate removal between collard based and
gravel bio-filters. Collard based filter yielded higher ammonia and nitrate
removal at L4 by 18.3% and 39.5% respectively, hence L4 is the effective length for collard based bio-filter.
KEYWORDS
Effluent, bio-filter, nitrifying bacteria, ammonia.
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References