MARC details
| 000 -LEADER |
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| fixed length control field |
04094nam a2200229#a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000000292 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
230822s1982 xx 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
JPS |
| 041 ## - LANGUAGE CODE |
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| Language code of text/sound track or separate title |
eng |
| 080 ## - UNIVERSAL DECIMAL CLASSIFICATION NUMBER |
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| Universal Decimal Classification number |
627 |
| 090 00 - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
HYDR 627 DEP |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
JPS |
| 110 ## - MAIN ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
DEPARTMENT OF THE NAVY, |
| Relator term |
issuing body |
| 245 #0 - TITLE STATEMENT |
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| Title |
COASTAL PROTECTION: DESIGN MANUAL 26.2,/ |
| Statement of responsibility, etc. |
DEPARTMENT OF THE NAVY |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Virginia: |
| Name of producer, publisher, distributor, manufacture |
Dept. of the Navy, |
| Date of production, publication, distribution, manufacture |
1982 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
314 pages : |
| Other physical details |
illustrations |
| 505 ## - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
1. Introduction 1.1 Scope 1.2 Cancellations 1.3 Related criteria 1.4 General 1.4.1 Approaches 1.4.2 Wave classifications 1.5. Wave theory 1.6. Wave parameters 1.6.1 Definitions 1.6.2 Relative depth 1.6.3 Wavelength 1.7. Wave transformations 1.7.1 Wave shoaling 1.7.2 Wave refraction 1.7.3 Wave diffraction 1.7.4 Wave decay 1.7.5 Wave breaking 1.8. Metric equivalence chart 2. Design waves 2.1 General 2.2 Wave distribution 2.2.1 Significant wave height 2.2.2 Variations in period or direction 2.3 Wave hind-casting 2.3.1 Hind-cast parameters 2.3.2 Hind-casting procedure 2.3.3 Other considerations 2.4 Source for wave observation data 2.5 Extreme waves 2.6 Selection of design waves 2.6.1 Selection 2.6.2 Large projects 2.6.3 Wave-height variability 2.7 Metric equivalence chart 3. Basic planning 3.1 General 3.2 Environmental considerations 3.2.1 Discussion 3.2.2 Guidelines and standards 3.3 Functional design 3.4 Wave run-up 3.4.1 Definition 3.4.2 Calculation of run-up 3.5 Wave transmission 3.5.1 Design parameters 3.6 Wave reflection 3.6.1 Discussion 3.6.2 Calculation of reflection 3.7 Metric equivalence chart 4. Design of rubble-mound structures 4.1 General 4.2 Design 4.2.1 Armor units 4.2.2 Design considerations 4.3 Crest 4.3.1 Crest height 4.3.2 Crest width 4.4 Layer thickness 4.5 Number of armour units 4.6 Primary and secondary cover layers 4.7 Under-layers 4.9 Sacrificial toes 4.10 Core 4.11 Revetments 4.12 Metric equivalence chart 5. Wall design 5.1 Wave-induced forces on walls 5.1.1 General 5.1.2 Non-breaking waves 5.1.3 Breaking waves 5.1.4 Broken waves |
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5.1.5 Effect of angle of wave approach 5.1.6 Non-vertical walls 5.2 Uplift forces 5.2.1 General 5.2.2 Forces on Wales 6. Floating breakwaters 6.1 Description 6.2 Application 6.3 Design parameters 6.3.1 Wave transmission 6.3.2 Mooring forces 6.4 Metric equivalence chart 7. Wave forces on cylindrical piles 7.1 Introduction 7.2 Basic equations 7.2.1 Forces 7.2.2 Moments 7.2.3 Drag and inertial coefficients 7.3 Limiting wave height 7.4 Wave crest elevation 7.5 Case 1 - Maximum force on single pile of small , uniform diameter (preliminary design) 7.5.1 Range of application 7.5.2 Maximum drag force 7.5.3 Maximum moment 7.5.4 Reaction 7.6 Case 2 - Pile of intermediate uniform diameter ( preliminary design ) 7.6.1 Range of application 7.6.2 Maximum force 7.6.3 Maximum moment 7.6.4 Reaction 7.7 Case 3. - Maximum force on Single pile of small , non-uniform diameter ( preliminary design ) 7.7.1 Range of application 7.7.2 Force calculations 7.7.3 Maximum force 7.7.4 Maximum moment 7.7.5 Reaction 7.8. Case 4 - Wave force, at an arbitrary wave-phase angle, on single pile of intermediate , non-uniform diameter ( preliminary design ) 7.8.1 Range of application 7.8.2 Linear forces 7.8.3 Linear moments 7.8.4 Phases 7.8.5 Reaction 7.8.6 Example of application 7.9 Case 5 - Non-linear corrections for maximum wave forces on single pile of intermediate of non-uniform diameter ( final design ) 7.9.1 Definitions 7.9.2 Corrections due to non-linear free surface 7.9.3 Corrections of forces and moments due to non-linear velocity and acceleration fields 7.9.4 Total force and moment 7.9.5 Maximum values and phase 7.10 Case 6 - Forces and moments on a combination of piles 7.11 Case 7 - Bracing 7.11.1 General 7.11.2 Horizontal bracing 7.11.3 Angle bracing 7.12 Case 8 - Forces due to breaking waves 7.13 Metric equivalence chart |
| 546 ## - LANGUAGE NOTE |
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| Language note |
In English |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Coastal |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Koha item type |
Monograf |
| 990 ## - EQUIVALENCES OR CROSS-REFERENCES [LOCAL, CANADA] |
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| Link information for 9XX fields |
1982 |