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The electrode grids can be arranged to provide good coverage of the surface of the tank so uniform mixing between the effluent and gas bubbles is achieved. A large number of very small bubbles are formed with minimum turbulence. The electric field gradient between the electrode and flocculated solid can be controlled. Gas production and residence time are easily controlled. A claimed advantage for the EF system is that there is no turbulence due to sudden pressure releases and therefore no shearing of fragile flocs.
Technical Manual No. Lenox/ 1–06–2000/368. Lenox Institute of Water Technology, Lenox, MA 12. Shammas NK (1997) Physicochemically-enhanced pollutants separation in wastewater treatment. Proceedings of international conference: rehabilitation and development of civil engineering infrastructure systems – upgrading of water and wastewater treatment facilities, The American University of Beirut and University of Michigan, Beirut, Lebanon, 9–11 June 1997 13. Shammas NK (2010) Wastewater renovation by flotation, Chapter 9.
15. Air pressures utilized ranged from 40 to 85 psi with a computed average of 56 psi. There are no reports of pressure at the lower end of the scale being used, but the recommended design values at the high end were exceeded (62). 9. Retention Time In reference to loading, most authors report their data in terms of hydraulic loading (gal/min/ft2). This term can easily be related to retention time if the proper data are available, but few authors give the necessary physical measurements to make the calculations.
Airbus A320 SOP 04Takeoff