| | DREDGING EQUIPMENT |
| | 0,72 | | MB |
| | 40 | | stron |
| | 5037 | | ID | UNITED STATES ARMY CORPS OF ENGINEERS |
| | 2005 | | rok |
| | CONTENTS |
| | Section 1. INTRODUCTION. 38.2-l |
| | 1. SCOPE 38.2-l |
| | 2. CANCELLATION. 38.2-l |
| | 3. RELATED CRITERIA . 38.2-l |
| | 4. PLANNING . 38.2-1 |
| | a. Jurisdiction . 38.2-1 |
| | b. Work Accomplishment . 38.2-l |
| | Section 2. DREDGING DESIGN . 38.2-2 |
| | 1. PERMITS AND OTHER LEGAL CONSIDERATIONS 38.2-2 |
| | a. Corps of Engineers, Department of the Army 38.2-2 |
| | b. Disposal of Dredged Material . 38.2-2 |
| | c. Environmental Considerations . 38.2-2 |
| | 2. SITE INVESTIGATIONS . 38.2-2 |
| | a. Hydrographic Surveys and Mapping . 38.2-2 |
| | b. Map of Disposal Area . 38.2-3 |
| | c. Characteristics of Area To Be Dredged 38.2-3 |
| | d. Cross Sections 38.2-3 |
| | e. Test Borings . 38.2-3 |
| | f. Test Dredging 38.2-4 |
| | 3. PROJECT DEPTH 38.2-4 |
| | 4. OVERDEPTH DREDGING38.2-4 |
| | a. Overdepth Allowance . 38.2-4 |
| | b. Designed Overdepth 38.2-4 |
| | c. Mandatory Maximum Dredged Depths . 38.2-5 |
| | 5. OVERWIDTH DREDGING 38.2-5 |
| | 6. SPOIL AREAS AND UTILIZATION OF SPOIL . 38.2-6 |
| | a. Utilization of Spoil . 38.2-6 |
| | b. Environmental Considerations . 38.2-6 |
| | c. Dikes 38.2-6 |
| | d. Spoil Data 38.2-8 |
| | 7. REMOVAL OF ROCK . 38.2-8 |
| | 8. RECOVERY OF SUBSTRATUM (UNDERCUTTING) 38.2-8 |
| | Section 3. TYPES OF DREDGING EQUIPMENT . 38.2-9 |
| | Part 1. MECHANICAL DREDGES38.2-9 |
| | 1. BUCKET DREDGE 38.2-9 |
| | a. Description . 38.2-9 |
| | b. Capacity and Depth 38.2-9 |
| | c. Uses, Advantages . 38.2-9 |
| | d. Disadvantages 38.2-9 |
| | 6. NAVY HYDRAULIC DREDGE INVENTORY . 38.2-23 |
| | MOUNTING CONVENTIONAL, LAND-BASED EXCAVATION EQUIPMENT ON A BARGE. . |
| | DIPPER DREDGE . . |
| | a. Description . |
| | b. Capacity and Depth |
| | c. Advantage . |
| | d. Disadvantages . . |
| | LADDERDREDGE . . |
| | a. Description . |
| | b. Capacity and Depth . . |
| | c. Use . |
| | HYDRAULIC DREDGES . . |
| | PLAIN SUCTIONTYPE. . |
| | a. Description . |
| | b. Capacity and Depth . . |
| | c. Uses, Advantages . |
| | d. Disadvantages . . |
| | e. Length of Discharge Pipe . |
| | CUTTER HEAD TYPE . |
| | a. Description . |
| | b. Capacity and Depth . . |
| | c. Uses, Advantages . . |
| | d. Disadvantage . |
| | e. Length of Discharge Pipe . |
| | DUST PAN TYPE 38.2-19 |
| | a. Description . 38.2-19 |
| | b. Capacity and Depth 38.2-19 |
| | c. Uses, Advantages . 38.2-19 |
| | d. Disadvantage . 38.2-19 |
| | HOPPER DREDGE 38.2-19 |
| | a. Description . 38.2-19 |
| | b. Capacity and Depth 38.2-19 |
| | C. Uses, Advantages . 38.2-22 |
| | d. Disadvantages 38.2-22 |
| | SIDECAST DREDGE . 38.2-22 |
| | a. Description 38.2-22 |
| | b. Capacity and Depth 38.2-22 |
| | C. Use . 38.2-23 |
| | d. Disadvantage . 38.2-23 |
| | Part 3. MISCELLANEOUS EQUIPMENT . 38.2-23 |
| | 1. SECTIONALIZED DREDGES 38.2-23 |
| | a. Description . 38.2-23 |
| | b. Use . 38.2-23 |
| | 2. DUMP SCOWS . . |
| | a. Side Dump .. |
| | b. Bottom Dump . 38.2-26 |
| | 3. PIPELINES 38.2-26 |
| | Section 4. ECONOMICS OF DREDGING 38.2-26 |
| | 1. BASIC PRINCIPLES . 38.2-26 |
| | a. Depth 38.2-26 |
| | b. Other 38.2-26 |
| | 2. RELATIVE COSTS OF REMOVAL BY DIFFERENT TYPES OF EQUIPMENT 38.2-26 |
| | 3. CONCEPTUAL OR PLANNING COST ESTIMATES 38.2-27 |
| | References Reference-1 |
| | APPENDIX: Metric Conversion Factors . A-1 |