TERTIARY-TREATMENT OF SEWAGE EFFLUENT VIA PILOT-SCALE SLOW SAND FILTRATION

In view of limited information available about the performance of actu al size slow sand filtration as a tertiary process in sewage treatment a pilot scale study was conducted over a period of one year using the secondary treated effluent from North Aramco Wastewater Treatment Pla nt, Dhahran, at a flow rate of 0.16 m hr(-1) (2L min(-1)) to determine the process efficiency. Two sizes of local sand, i.e., effective size (ES) = 0.31, uniformity coefficient (UC) = 2.00; and ES = 0.56, UC = 1.64, were evaluated in terms of removal of major pollution parameters such as organic matter, micro-organisms and nutrients. Effective rang e of the filter depth was also investigated by conducting the experime nts at three different depths of the sand bed, i.e., 135, 105, and 55 cm for each size of the sand. It was found that removals of BOD, COD, standard plate counts, nitrate, phosphate and sulphate vary from 79-92 %, 40-60%, 88-93%, 17-30%, 8.3-84%, and 5-10%, respectively, at variou s sand depths for two different sizes of the sand.