PERFORMANCE OF THE PHASE-II DANDORA WASTE STABILIZATION PONDS THE LARGEST IN AFRICA - THE CASE FOR ANAEROBIC PONDS

This paper describes the performance of the Dandora Waste Stabilisatio n Pond System which treats the industrial and domestic sewage from the City of Nairobi, Kenya and is the largest pond system in Africa. The ponds have the capacity to treat a dry weather flow of 80,000m(3)/d bu t currently treat only half this flow. Increased sewage strengths over and above the design value mean that although the hydraulic load is h alved the organic surface load on the primary facultative ponds is onl y 37% below the design loading of 190kg BOD5/ha/d. The results of the ongoing monitoring programme show that effluent quality is good and me ets WHO guidelines for unrestricted irrigation. Extrapolation of the e xisting results show that the system is performing to predictable effi ciencies for the existing organic load and retention times (>90% BOD5 removal and >6 log reduction in FC) and will continue to do so as desi gn flows and loads are reached. A pilot anaerobic pond study with what turns out to be full size anaerobics, showed BOD5 removal in excess o f 80% in the single celled anaerobic ponds at design loadings of 240g/ m(3)/d against a design prediction of 53% removal. Most importantly an aerobic pond loadings as low as 17-26% of the permissable volumetric l oading maintained their efficiency without odour problems. This allows anaerobic ponds to be operated at flows well below design levels with out risk of odour and without the need therefore to by-pass the anaero bics during commissioning and low initial flows. The benefits of land saving in the tropics by including anaerobic ponds in the system desig n is discussed as are the benefits of detailed monitoring programmes f or large pond systems. Copyright (C) 1996 IAWQ. Published by Elsevier Science Ltd.