GOING THE DISTANCE: PRIMARY SLUDGE PUMPING

GOING THE distance : PRIMARY SLUDGE PUMPING . H Walmsley 1, 2, G Modulon 1, 2, W Schmiedte 1, 2, D Taylor 1, 2. 1. GHD Pty Ltd, Sydney, NSW, Australia 2. 4 Malabar Alliance, Sydney, NSW, Australia ABSTRACT Improve the operational conditions, by providing appropriate process capability, The composition of PRIMARY wastewater SLUDGE is reliability and operability of equipment. determined by a number of factors which vary significantly between treatment plants. Composition Malabar WWTP is a PRIMARY treatment plant, in turn affects SLUDGE rheological properties that consisting of six coarse and fine screens, four govern flow behaviour. In the design of pumped aerated grit tanks and six PRIMARY sedimentation SLUDGE transfer systems, rheology testing should be tanks. PRIMARY effluent is discharged via a deep carried out on relevant SLUDGE samples, if available, ocean outfall, km offshore at a depth of to increase the confidence in the input parameters approximately 80 m.

GOING THE DISTANCE: PRIMARY SLUDGE PUMPING H Walmsley 1, 2, G Modulon 1, 2, W Schmiedte 1, 2, D Taylor 1, 2 1. GHD Pty Ltd, Sydney, NSW, Australia 2. 4Malabar Alliance, Sydney, NSW, Australia

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  Sludge, Primary, Going, Distance, Pumping, Going the distance, Primary sludge pumping

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