ASCE Manual 98 00 2000
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Manual of Practice No. 98: Conveyance of Residuals from Water and Wastewater Treatment
Published By | Publication Date | Number of Pages |
ASCE | 2000 | 193 |
The treatment of water and wastewater results in the production of residual solids that must be handled. These solids typically are concentrated to reduce the water content before their beneficial use or disposal. As these solids are further processed and handled, their intrinsic properties—such as viscosity, rheology, flowability, and texture—change. Although much as been written to describe the chemical characteristics of these residuals, only limited information has been complied describing their handling characteristic and appropriate means of transport. The objective of this manual is to provide a reference document that the practitioner can use to determine the handling characteristics of residuals and to select appropriate conveyance systems. The monograph has been organized into nine chapters. Chapter 1 provides an overview of the manual and describes a procedure for classifying residuals according to their transport properties. Chapter 2 describes the rheology, the types of water associated with the solids, and transport properties. Chapter 3 discusses the composition and characteristics of residuals as a function of how they are generated. Chapter 4 provides a comprehensive compilation of the types of equipment available for residuals transport, with photographs and illustrations. Chapters 5 through 8 provide guidance on the type of equipment that can be used for each of the major classifications of residuals: non-Newtonian slurries, thickened residuals, dewatered residuals, and granular and compactable residuals. Chapter 9 presents four case studies, highlighting lessons learned from actual operating installations.
PDF Catalog
PDF Pages | PDF Title |
---|---|
6 | Contents |
10 | Foreword |
11 | Acknowledgments |
12 | 1 INTRODUCTION Purpose |
13 | Scope |
14 | Contents of the Manual |
15 | Description of the Classified Residuals |
19 | Equipment Used in Processing Residuals |
23 | Evaluation of Alternative Conveyance Methods References |
24 | 2 RHEOLOGY AND THE DISTRIBUTION OF WATER IN SLUDGE Introduction Distribution of Water |
27 | Bound Water in Sludge |
31 | Sludge Rheology |
32 | Newtonian Fluids |
33 | Non-Newtonian Fluids |
36 | Identification of Rheological Behavior of Wastewater Sludges |
38 | Theoretical Approach To Define Suspension Viscosity, and Its Applicability to Water and Wastewater Sludges |
41 | Conclusion References |
44 | 3 SLUDGE SOURCES, COMPOSITION, AND CHARACTERISTICS Introduction Wastewater Sludge: Source, Composition, and Quantity Primary Sludge |
45 | Secondary Sludge |
48 | Wastewater Sludge Characteristics |
49 | Physical Properties |
50 | Primary Sludge Secondary Sludge |
51 | Mixed Sludges Effects of Chemical Precipitation Primary Sludge Secondary Sludge |
52 | Effects of Chemical Conditioning Primary Sludge Secondary Sludge Mixed Sludge |
53 | Effects of Anaerobic and Aerobic Digestion Anaerobic Digestion Aerobic Digestion |
54 | Effect of Thermal Conditioning |
55 | Water Treatment Plant Residuals Sources and Quantities |
57 | Characteristics |
58 | Effect of Various Processes |
60 | References |
62 | 4 OVERVIEW OF RESIDUALS CONVEYANCE DEVICES Introduction Centrifugal Pumps |
63 | Non-Clog Pumps |
64 | Recessed Impeller Pumps |
66 | Combination Screw/Centrifugal Pumps |
67 | Disc Pumps |
69 | Positive Displacement Pumps Progressing Cavity Pumps |
72 | Plunger Pumps |
73 | Hydraulically Driven Piston (Ram) Pumps |
77 | Rotary Pumps |
79 | Peristaltic Pumps |
81 | Diaphragm Pumps |
84 | Conveyor Systems Belt Conveyor |
88 | Chain Conveyor |
93 | Bucket Elevators |
96 | Screw Conveyor |
98 | Shaftless/Ribbon Pneumatic |
100 | References |
102 | 5 PUMPING OF NON-NEWTONIAN SLUDGES AND SLURRIES Introduction |
105 | Head Losses in Pumped Systems: 3-12% TS |
113 | Head Losses in Pumped Systems: 20-30% TS Field Pumping Studies |
116 | References |
118 | 6 TRANSPORT OF THICKENED RESIDUALS Introduction Applicability Definition and Sources of Thickened Residuals |
119 | Cross-Reference Chart Pumping Equipment |
120 | Pumping Considerations Centrifugal Pumps |
122 | Positive Displacement Pumps |
125 | Other Kinds of Pumps |
126 | Transport Equipment Belt Conveyors Screw Conveyors |
127 | Bulk Transport Equipment Truck Train Ship |
128 | Equipment Selection Preferred Equipment |
130 | Design Concerns |
131 | References |
134 | 7 CONVEYANCE OF DEWATERED RESIDUALS Introduction and Scope |
135 | Rationale for Classification of Dewatered Residuals Low to Medium Viscosity |
136 | Medium to High Viscosity |
137 | Ranking the Conveyance Alternatives Rationale |
140 | Problems Other Considerations for Selection |
141 | Pumping Viscous Sludges and Slurries Conveying Systems |
143 | Pipeline Lubrication for Head-Loss Control |
147 | Pipeline Design |
148 | Transporting Low- to Medium-Viscosity Residuals Belt Conveyors |
149 | Screw Conveyors Progressing Cavity Pump |
150 | HDP or Ram Pump |
151 | Pneumatic Conveyor Dump Truck or Container Transporting Medium- to High-Viscosity Residuals Belt Conveyors |
152 | Screw Conveyors Progressing Cavity Pumps |
153 | HDP or Ram Pumps Pneumatic Transport |
154 | Dump Truck or Container Summary References |
156 | 8 TRANSPORT OF GRANULAR AND COMPACTABLE RESIDUALS Introduction Application and Classification of Compactable and Granular Residuals Definition of Compactable Residuals |
157 | Definition of Granular Residuals |
158 | Transport Equipment Recommended for Compactable Solids Shaftless and Ribbon Screw Conveyors |
162 | Drag Conveyors Belt Conveyors: Conventional, Sidewall, Cleated, Pinch |
164 | Transport Equipment Not Recommended for Compactable Solids Bucket Elevators Conventional Screws |
165 | Pumps Transport Equipment Recommended for Granular Solids Screw Conveyors |
167 | Belt Conveyors |
168 | Bucket Elevators |
169 | Pneumatic Conveyance |
171 | Drag Conveyors |
172 | Transport Equipment Not Recommended for Granular Solids Pumps Equipment Selection and Recommendations Testing Operational Considerations |
173 | Potential Problems and Risks |
174 | Recommendations |
176 | 9 CASE HISTORIES Overview Philadelphia Water Department: Liquid Sludge Transport |
178 | Shore Facilities Biosolids Barges |
179 | Cargo Handling |
180 | Electrical Requirements Cape May County Municipal Utilities Authority: Cake Conveyors |
181 | Passaic Valley Sewerage Commissioners: Dewatered Cake Conveyance |
184 | Lower Potomac Pollution Control Plant: Cake Pumping |
188 | References |
190 | Index A B C |
191 | D E F G H I L M N |
192 | O P R S |
193 | T U V W Y |