5.3 The following data have been obtained from a laboratory settling test on a slurry of mineral solids (S.G.= 4.0) in water. The test slurry concentration was 200 g solids/L water. Time (min) Height (mm) 10 20 30 40 50 60 80 100 120 160 200 498 395 291 204 178 169 160 154 151 148 142 140 a. Construct a curve showing the relationship between solids flux and solids concentration. A continuous thickener is required to process 300 tonnes/h of the mineral slurry containing 250 g solids/L water. The underflow velocity is to be fixed at 0.12 m/h. Determine the minimum cross sectional area required for the thickener, and the maximum concentration of the underflow in (g solids/L water).
5.3 The following data have been obtained from a laboratory settling test on a slurry of mineral solids (S.G.= 4.0) in water. The test slurry concentration was 200 g solids/L water. Time (min) Height (mm) 10 20 30 40 50 60 80 100 120 160 200 498 395 291 204 178 169 160 154 151 148 142 140 a. Construct a curve showing the relationship between solids flux and solids concentration. A continuous thickener is required to process 300 tonnes/h of the mineral slurry containing 250 g solids/L water. The underflow velocity is to be fixed at 0.12 m/h. Determine the minimum cross sectional area required for the thickener, and the maximum concentration of the underflow in (g solids/L water).
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
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