Research Article
Predicting Optimum Dilution Factors for BOD Sampling and Desired Dissolved Oxygen for Controlling Organic Contamination in Various Wastewaters
Figure 2
The determined fitted power relationships between BODt and time for 60 days of minimum and average BODt values collected from analysis of influents in various selected storm wastewater treatment plants: (a, b) Poland storm wastewater treatment plant with k1 @ T = 20°C and k1 @ T = 25°C, respectively; (c, d) Luxembourg storm wastewater treatment plant with k1 @ T = 20°C and k1 @ T = 25°C, respectively; and (e, f) Abeokuta-Nigeria storm wastewater treatment plant with k1 @ T = 20°C and k1 @ T = 25°C, respectively.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |