about us | careers | terms & conditions | intranet | sitemap | contact us
Skip Navigation Links
Skip Navigation Links
Knowledge Hub
Skip Navigation Links
Skip Navigation Links
Resources & Tools
Skip Navigation Links
Skip Navigation Links
Skip Navigation Links
News & Media
Skip Navigation Links
FET Water
Skip Navigation Links
Skip Navigation Links
Mine Water Atlas
Skip Navigation Links
Login | Register
Go Search
Pressure drop prediction for efficient sludge pipeline design
Expanded Title:The measurement of the flow behaviour of non-Newtonian fluids such as sludge, also called rheology, is not a simple matter. Wastewater treatment sludges due to their non-Newtonian behaviour do not have a simple constant viscosity and therefore require more complex modelling. This has been researched world-wide but because the properties of sludges vary so much from plant to plant, there have not been much success in presenting pressure loss predictions. This study set out to measure the pressure drop versus flow rate on the waste water plants in existing pipes as well as the concentration of the sludges to independently test the design protocol developed. The study found that the rheological properties of 21 sludges from 6 WWTP’s in the Western Cape were tested ranging in solids concentration between 2% and 7.8%. Most test were done in tube viscometers which are really small pipelines. The sludges tested comprised of primary and secondary as well as filter bed sludge.
Date Published:01/02/2015
Document Type:Research Report
Document Subjects:Wastewater Management - Sewers, R & D - Information technology
Document Keywords:Municipality
Document Format:Report
Document File Type:pdf
Research Report Type:Standard
WRC Report No:2216/1/14
ISBN No:978-1-4312-0642-1
Authors:Haldenwang R; Fester V; Kotzé R
Project No:K5/2216
Organizations:Cape Peninsula University of Technology
Document Size:1 907 KB
Copyright 2018 - Water Research Commission Designed By: Ceenex