MARC details
| 000 -LEADER |
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| fixed length control field |
02938nam a2200241#a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000000205 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
230822s1983 xx 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
0-946466-009 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
JPS |
| 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 626.21 CHA |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
JPS |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
FARRADAY,R.V. |
| Relator term |
author |
| 245 #0 - TITLE STATEMENT |
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| Title |
HYDRAULIC FACTORS IN BRIDGE DESIGN BY R.V. FARRADAY AND F.G.CHARLTON |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
OXFORDSHIRE: THE HYDRAULIC RESEARCH STATION LIMITED, |
| Date of production, publication, distribution, manufacture |
1983 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
102 P.; ILLUS |
| 505 ## - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
Chapter 1 - River morphology. 1.1 - Introduction, Channel stability, 1.2 - Channel pattern, 1.3 - Effect of bridges on river regime, 1.4 - Hydraulic geometry of river channels, 1.5 - Maximum channel depth. Chapter 2 - Site reconnaissance survey. 2.1 - Introduction, 2.2 - Site selection, 2.3 - Reconnaissance survey, 2.4 - Examination of available records, 2.5 - Field inspection. Chapter 3 - Hydrographic and hydraulic surveys. 3.1 - Introduction, 3.2 - Hydrographic surveys, 3.3 - Hydraulic surveys, 3.4 - Sampling and grading procedure. Chapter 4 - Estimation of design discharge and water level. 4.1 - Introduction, 4.2 - Flood return period, 4.3 - Method of assessing design discharge and water level, 4.4 - Effect of bridge structure on water level. Chapter 5 - Local scour at bridge crossings. 5.1 - Introduction, 5.2 - Local scour at bridge piers, 5.3 - Local scour at abutment and training works. Chapter 6 - Forces on bridge piers. 6.1 - Introduction, 6.2 - Hydrodynamic forces, 6.3 - Ice forces, 6.4 - Debris forces, 6.5 - Impact forces due to ship collision. Chapter 7 - Bank protection and river training. 7.1 - Introduction, 7.2 - Protection of foundations against scour, 7.3 - Protection of river banks. Chapter 8 - Physical hydraulic models. 8.1 - Introduction, 8.2 - Model types, 8.3 - Models application, 8.4 - Summary of situations in which a model investigation is advisable. Chapter 9 - Influence of hydraulic factors on the design of bridges over rivers. 9.1 - Introduction, 9.2 - Hydraulic factors in a typical bridge design procedure. Chapter 10 - Case histories. 10.1 - Introduction, 10.2 - Kaduna River crossing, Wuya, Nigeria, 10.3 - The Ahmad Shah bridge, Temerloh, Malaysia, |
| -- |
10.4 - The Jhelum bridge, Pakistan, 10.5 - The Fallujah bridge, Iraq, 10.6 - Case histories to illustrate the importance of temporary river works design. Chapter 11- Further research. Appendix A - Coefficient for the assessment of hydrodynamic forces on bridge piers. Appendix B - Parameter value used in assessing ice forces. Appendix C - Conversion of the volume of deformed steel at the collision point R into a depth of damage penetration P. Appendix D - Notation. |
| 546 ## - LANGUAGE NOTE |
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| Language note |
ENG |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Hydraulic engineering |
| 650 20 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
BRIDGES - DESIGN. |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Charlton, F.G. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Koha item type |
Monograf |
| 990 ## - EQUIVALENCES OR CROSS-REFERENCES [LOCAL, CANADA] |
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| Link information for 9XX fields |
1983 |