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245 0 0 |a Conveyance of residuals from water and wastewater treatment /  |c Sludge Treatment, Utilization, Reclamation, and Disposal Committee of the Environmental and Water Resources Institute of the American Society of Civil Engineers. 
260 |a Reston, Va. :  |b American Society of Civil Engineers,  |c ©2000. 
300 |a 1 online resource (x, 182 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a ASCE manuals and reports on engineering practice ;  |v no. 98 
504 |a Includes bibliographical references and index. 
588 0 |a Print version record. 
520 8 |a Annotation  |b A manual for design and practicing engineers involved in devices that transport residuals from water and wastewater treatment, focusing on recognizing changes in concentrations, composition, rheology, and transport characteristics at various points in sludge processing and how these changes affect transport of residuals. Introduces sludge/slurry/solids classification and methodology, then explains rheology and distribution of water in sludge, discusses how physical and chemical attributes of solids affect moisture levels, and overviews residuals conveyance devices. Details transport of thickened, dewatered, granular, and compactable residuals. Includes four case histories. Annotation copyrighted by Book News, Inc., Portland, OR. 
506 |a Access restricted to Ryerson students, faculty and staff.  |5 CaOTR 
505 0 |a Contents -- Foreword -- Acknowledgments -- 1 INTRODUCTION -- Purpose -- Scope -- Contents of the Manual -- Description of the Classified Residuals -- Equipment Used in Processing Residuals -- Evaluation of Alternative Conveyance Methods -- References -- 2 RHEOLOGY AND THE DISTRIBUTION OF WATER IN SLUDGE -- Introduction -- Distribution of Water -- Bound Water in Sludge -- Sludge Rheology -- Newtonian Fluids -- Non-Newtonian Fluids -- Identification of Rheological Behavior of Wastewater Sludges 
505 8 |a Theoretical Approach To Define Suspension Viscosity, and Its Applicability to Water and Wastewater SludgesConclusion -- References -- 3 SLUDGE SOURCES, COMPOSITION, AND CHARACTERISTICS -- Introduction -- Wastewater Sludge: Source, Composition, and Quantity -- Primary Sludge -- Secondary Sludge -- Wastewater Sludge Characteristics -- Physical Properties -- Primary Sludge -- Secondary Sludge -- Mixed Sludges -- Effects of Chemical Precipitation -- Primary Sludge -- Secondary Sludge -- Effects of Chemical Conditioning -- Primary Sludge 
505 8 |a Secondary SludgeMixed Sludge -- Effects of Anaerobic and Aerobic Digestion -- Anaerobic Digestion -- Aerobic Digestion -- Effect of Thermal Conditioning -- Water Treatment Plant Residuals -- Sources and Quantities -- Characteristics -- Effect of Various Processes -- References -- 4 OVERVIEW OF RESIDUALS CONVEYANCE DEVICES -- Introduction -- Centrifugal Pumps -- Non-Clog Pumps -- Recessed Impeller Pumps -- Combination Screw/Centrifugal Pumps -- Disc Pumps -- Positive Displacement Pumps -- Progressing Cavity Pumps -- Plunger Pumps 
505 8 |a Hydraulically Driven Piston (Ram) PumpsRotary Pumps -- Peristaltic Pumps -- Diaphragm Pumps -- Conveyor Systems -- Belt Conveyor -- Chain Conveyor -- Bucket Elevators -- Screw Conveyor -- Shaftless/Ribbon -- Pneumatic -- References -- 5 PUMPING OF NON-NEWTONIAN SLUDGES AND SLURRIES -- Introduction -- Head Losses in Pumped Systems: 3-12% TS -- Head Losses in Pumped Systems: 20-30% TS -- Field Pumping Studies -- References -- 6 TRANSPORT OF THICKENED RESIDUALS -- Introduction -- Applicability -- Definition and Sources of Thickened Residuals 
505 8 |a Cross-Reference ChartPumping Equipment -- Pumping Considerations -- Centrifugal Pumps -- Positive Displacement Pumps -- Other Kinds of Pumps -- Transport Equipment -- Belt Conveyors -- Screw Conveyors -- Bulk Transport Equipment -- Truck -- Train -- Ship -- Equipment Selection -- Preferred Equipment -- Design Concerns -- References -- 7 CONVEYANCE OF DEWATERED RESIDUALS -- Introduction and Scope -- Rationale for Classification of Dewatered Residuals -- Low to Medium Viscosity -- Medium to High Viscosity -- Ranking the Conveyance Alternatives 
546 |a English. 
590 |a Knovel  |b ACADEMIC - Environment & Environmental Engineering 
590 |a Knovel  |b ACADEMIC - Mechanics & Mechanical Engineering 
650 0 |a Sewage sludge  |x Management. 
650 0 |a Sewage sludge  |x Characterization. 
650 0 |a Sewage disposal plants  |x Design and construction. 
650 0 |a Water treatment plant residuals  |x Management. 
650 6 |a Boues d'épuration  |x Gestion. 
650 6 |a Boues d'épuration  |x Caractérisation. 
650 7 |a TECHNOLOGY & ENGINEERING  |x Environmental  |x General.  |2 bisacsh 
650 7 |a Sewage disposal plants  |x Design and construction  |2 fast 
650 7 |a Sewage sludge  |x Characterization  |2 fast 
650 7 |a Sewage sludge  |x Management  |2 fast 
650 7 |a Water treatment plant residuals  |x Management  |2 fast 
710 2 |a American Society of Civil Engineers.  |b Sludge Treatment, Utilization, Reclamation, and Disposal Committee. 
776 0 8 |i Print version:  |t Conveyance of residuals from water and wastewater treatment.  |d Reston, Va. : American Society of Civil Engineers, ©2000  |w (DLC) 99059471 
830 0 |a ASCE manuals and reports on engineering practice ;  |v no. 98. 
856 4 0 |u https://appknovel.uam.elogim.com/kn/resources/kpCRWWT003/toc  |z Texto completo 
938 |a Internet Archive  |b INAR  |n conveyanceofresi0000unse 
938 |a American Society of Civil Engineers  |b ASCE  |n 10.1061/9780784404386 
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