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Title: Pilot-scale development of anaerobic filter technology for municipal wastewater treatment

Conference ·
OSTI ID:5447443

The use of anaerobic filter technology for the treatment of low-strength municipal wastewater was studied by Oak Ridge National Laboratory (ORNL) in Knoxville, Tennessee, with a pilot-scale (e.g., 190-m/sup 3//d) facility from August 1981 to October 1983. The Knoxville project (described by the acronym ANFLOW for the anaerobic, upflow characteristics of the technology) was a tenfold scale-up of a previous ORNL study in Oak Ridge, Tennessee. Pollutant loading rates used in this study ranged from 0.1 to 0.7 kg/m/sup 3/ x d for total suspended solids (TSS) and from 0.1 to 0.4 kg/m/sup 3/ x d for biochemical oxygen demand (BOD); the hydraulic retention time ranged from 9 to 10 h. Removal efficiencies for TSS and BOD were 80 and 70%, respectively. This performance was maintained in ambient cold-weather tests (water temperature, approx.12/sup 0/C), even though the rate of solids accumulation in the bioreactor was higher because of decreased biological activity, which normally converts solids to off-gas. The solids inventory in the bioreactor appeared to be diminished during warmer weather. 26 refs., 16 figs., 3 tabs.

Research Organization:
Oak Ridge National Lab., TN (USA); Tennessee Univ., Knoxville (USA). Dept. of Civil Engineering
DOE Contract Number:
AC05-84OR21400
OSTI ID:
5447443
Report Number(s):
CONF-850690-1; ON: DE85016965
Resource Relation:
Conference: Anaerobic treatment of sewage: seminar and workshop, Amherst, MA, USA, 27 Jun 1985; Other Information: Portions of this document are illegible in microfiche products
Country of Publication:
United States
Language:
English