{"id":78905,"date":"2024-10-17T18:26:59","date_gmt":"2024-10-17T18:26:59","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784401477-1996\/"},"modified":"2024-10-24T19:38:30","modified_gmt":"2024-10-24T19:38:30","slug":"asce-9780784401477-1996","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784401477-1996\/","title":{"rendered":"ASCE 9780784401477 1996"},"content":{"rendered":"
Thomas Turner presents the basic principles of hydraulic dredging in terms that are to understand and apply.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
8<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Part I: Theories of Dredging <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1. HYDRAULICS SIMPLIFIED Introduction to Dredge Hydraulics Velocity Head <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Centrifugal Pump Principle <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Pump Affinity Laws <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Specific Gravity Effect Slurry Effect <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Pump Head Efficiency Coefficients <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 2. PRODUCTION RATE CALCULATION Dredge Law I Production Equation <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Porosity, Weights, Specific Gravity <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Production Measurement Systems <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Volume to Weight Conversion <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Grams per Liter Conversion <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 3. DREDGE EFFICIENCY Dredge Law II Maximum Percent Solids Vs. Cavitation <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Operating Time Vs. Downtime Dredge Efficiency Chart <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Dredge Law I Rephrased <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 4. HYDRAULIC TRANSPORT FACTORS Dredge Law III Turbulence Requirement for Hydraulic Transport <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Suction Velocity Turbulence Requirements of Different Materials <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Velocity Requirements of Different Pipe Sizes <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Soil Classification <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 5. MAXIMUM DREDGE PRODUCTION Dredge Law IV Barometric Head Induces Flow <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Dredge Flow Varies with Suction Line Velocity and Area <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Effect of Altitude on Velocity <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Effect of Altitude and Temperature on Horsepower <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 6. THE SUCTION LINE AND DIGGING DEPTH Dredge Law V Analysis of Suction Line Losses <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Velocity Head <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Entrance Loss <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Friction Loss Specific Gravity Head Suction Lift <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Optimizing Suction Velocity <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 7. HORSEPOWER VS. LINE LENGTH Dredge Law VI <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Horsepower Vs. GPM, SG, and h <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | Pipeline Size Vs. Friction <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | h[sub(F)] Vs. GPM and Pipe Diameter <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Effect of Suction Size on Pumping Distance <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | Horsepower Vs. Line Size (Horsepower Coefficient) <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Recommended Pump Horsepower <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | 8. PRODUCTION CHARTS Dredge Law VII <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Suction Line Size <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | Discharge Line Size <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Booster Pump Effect <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Ladder Pump Effect <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 9. THE DREDGE CYCLE Head-Capacity Curve on Water System Resistance on Water <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Head-Capacity Curve on Slurry <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | System Resistance on Slurry Dredge Cycle Explained <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 10. FLOW REGIME AND FRICTION Friction Head Losses Flow Regimes <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | Soil Types Hazen-Williams Equation <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 11. CAVITATION: CAUSES AND AVOIDANCE Definition <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Captation Chart <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Eye Speed <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | NPSHR <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Impeller Geometry and Speed <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Part II: Dredging in Practice <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | 12. SELECTING THE DREDGE TYPE Plain Suction <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Trailing Suction <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Cutterhead <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Compensated Cutterhead Dredge <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 13. THE CUTTER Types and Functions The Basket Cutter <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | The Bucket Wheel <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | The Endless Chain <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | The High Speed Disc Cutter <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | 14. THE DREDGE PUMP <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | Pump Type Particle Clearance <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Fully Lined Vs. Partially Lined Pump <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Impeller <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | Stuffing Box Shaft and Bearings <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Adjustable Mounting Wiper Vanes <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | Casing <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | Eye Speed <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | Tip Speed Eye Diameter Vs. Impeller Diameter <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | Horsepower Coefficient Drive <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | Torsional Vibration <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | Thrust <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | 15. LADDER AND BOOSTER PUMPS Ladder or Submerged Pump <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | Design Requirements for Ladder Pumps <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Suction Jet Booster <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | Natural Gas Problems Ladder Pump Drives <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | Booster Pumps Vs. Transport Distance Coordination with Dredge Pump Water Hammer <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | Location of Booster <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | 16. WEAR IN PUMPS AND PIPELINES Life Vs. Wear <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | Life Equation <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | The K Factor Hydraulic Design Factor The Brinriell Hardness Factor <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | Solids Concentration Pump Size <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | Velocity <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | Weight of Solids Particle Size <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | Angularity <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | Application of the Life Equation Simplified Pipeline Life Equation <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Normal Range Validity Pressure <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | Corrosion <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | Wear Zones <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | 17. AUXILIARY EQUIPMENT Forward Winch <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | Swing Speed Line Pull <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | Anchors <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | Anchor Booms <\/td>\n<\/tr>\n | ||||||
207<\/td>\n | Spud Hoist Winches <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | Spuds <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | Spud Carriage Wire Rope <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | 18. INSTRUMENTATION AND AUTOMATIC CONTROL Definitions <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Durability Accuracy <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Dredge Position <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | Slurry System <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | Dredge Cycle Automation <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | Cutter Module Digging Depth <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | Sounding Winches <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | 19. CALCULATING AND BIDDING THE PROJECT Contract Document Evaluation <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | Method of Calculation <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | Material to Be Pumped <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | Digging Depth Terminal Elevation <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | Discharge Line Length Cutter Capability <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | Height of Work Face Swing Width Type of Advancing Mechanism <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | Dredge Efficiency Suction Line Size Hourly Production Rate Vs. Production Time <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | Total Yards <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | Production Time Calendar Time <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | Trash Vs. Production Time Costs <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Bid Price <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | 20. THE PERSONAL COMPUTER IN DREDGE MANAGEMENT Need <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | Software Accuracy <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | “D” Vs. “L” Dredges PC Program Output <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | Simulation Training <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | Computer Advantages <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | 21. OPERATION AND TROUBLESHOOTING Operational Errors and How to Avoid Them <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | Swing Angle for Advance <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | Swing Width Anchor Location <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | Channel Width Limitations <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | Troubleshooting <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | Abnormal Gauge Readings and Their Meaning <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | 22. THE ENVIRONMENT AND THE DREDGE Environmentalists Vs. Developers Water Pollution Denned <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | Politics and Public Opinion Turbidity <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | Dredge As Cleanup Tool Efficiency Vs. Environmental Disruption <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | Recommendations <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | ABBREVIATIONS <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | USEFUL FORMULAS AND CONVERSION FACTORS <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | REFERENCES <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | PUBLIC LAW 95-269 <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | INDEX A B C <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | D E F G H I L <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | N O P S <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | T V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Fundamentals of Hydraulic Dredging<\/b><\/p>\n |