Effect of orifice diameter, depth of air injection, and air flow rate on oxygen transfer in a pilot-scale, full lift, hypolimnetic aeratorA paper submitted to the Journal of Environmental Engineering and Science.

Author:

Ashley K.I.1,Mavinic D.S.1,Hall K.J.1

Affiliation:

1. Environmental Engineering Group, Department of Civil Engineering, 2324 Main Mall, University of British Columbia, Vancouver, BC V6T 1W5, Canada.

Abstract

A pilot-scale, full lift, hypolimnetic aerator was used to examine the effect of diffuser pore diameter, depth of diffuser submergence, and gas flow rate on oxygen transfer, using four standard units of measure for quantifying oxygen transfer: (a) KLa20(h–1), the oxygen transfer coefficient at 20 °C; (b) SOTR (g O2·h–1), the standard oxygen transfer rate; (c) SAE (g O2·kWh–1), the standard aeration efficiency and (d) SOTE (%), the standard oxygen transfer efficiency. Diffuser depth (1.5 and 2.9 m) exerted a significant effect on KLa20, SOTR, SAE, and SOTE, with all units of measure increasing in response to increased diffuser depth. Both KLa20and SOTR responded positively to increased gas flow rates (10, 20, 30, and 40 L·min–1), whereas both SAE and SOTE responded negatively. Orifice diameter (140, 400, and 800 µm) exerted a significant effect on KLa20, SOTR, SAE, and SOTE, with all units of measure increasing with decreasing orifice size. These experiments demonstrate how competing design factors interact to determine overall oxygen transfer rates in full lift hypolimnetic aeration systems. The practical application for full lift hypolimnetic aerator design is to maximize the surface area of the bubbles, use fine (i.e., ~140 μm) pore diameter diffusers, and locate the diffusers at the maximum practical depth.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference28 articles.

1. APHA. 1980. Standard methods for the examination of water and wastewater. 15th ed. American Public Health Association, American Water Works Association and Water Pollution Control Federation, Wash.

2. ASCE. 1988. Aeration. Manual of Practice FD-13. American Society of Civil Engineers, 601 Wythe St., Alexandria, Va. ISBN 0–87262–673–3.

3. ASCE. 1992. Measurement of oxygen transfer in clean water. ANSI/SSCE 2–91. 2nd ed., June 1992. American Society of Civil Engineers, New York.

4. Ashley, K.I. 2002. Comparative analysis of oxygen transfer in full lift and Downflow Bubble Contact hypolimnetic aerators. Ph.D. thesis, Civil Engineering Dept., University of British Columbia, BC. 298 pp.

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