The aeration potential of a low profile cascade aerator was studied under varying operational conditions in accordance with the ASCE Standard for Measurement of Oxygen Transfer in Clean Water [ASCE 2-06, 2007]. Operational parameters delved into included the channel slope (2.50, 4.50 and 6.50); water flow rate (465.75 L/min.m (37.5 gpm/ft), 931.45 L/min.m (75 gpm/ft) and 1397.20 L/min.m (112.5 gpm/ft)); and weir geometry (rectangular-shaped, inverted T-shaped, W-shaped and inverted Cross shaped weir). The oxygen transfer coefficient, KLa, was derived by use of a FORTRAN-based nonlinear regression analysis computer program and served to assess the effectiveness of various combinations of operational parameters. Statistical tests (ANOVA analysis and main plot, interactive plot) were performed on the results to determine the optimal operating conditions. It was discovered that the combination of the inverted Cross shaped weir and flow rates of 1397.20 L/min.m (112.5 gpm/ft) produced the highest reaeration rates for all slope considered. On the other hand, the W-shaped weir produced better reaeration values at lower flows of 465.75 L/min.m (37.5 gpm/ft) and 931.45 L/min.m (75 gpm/ft) for the range of channel slopes examined. These effects can be respectively attributed to the strong turbulent mixing generated by the plunging nappe flow and recirculating air vortices, which apparently led to substantial air entrainment in the water mass.
| Identifer | oai:union.ndltd.org:MSSTATE/oai:scholarsjunction.msstate.edu:td-2988 |
| Date | 15 December 2007 |
| Creators | Monwuba, Chukwukelue Kenneth |
| Publisher | Scholars Junction |
| Source Sets | Mississippi State University |
| Detected Language | English |
| Type | text |
| Format | application/pdf |
| Source | Theses and Dissertations |
Page generated in 0.0013 seconds