MARC details
| 000 -LEADER |
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| fixed length control field |
04681nam a2200217#a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000012880 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
230822s1988 xx 000 0 eng d |
| 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) |
GE-0136 |
| 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 |
Water Resources Development Public Corporation, Japan. |
| 245 #0 - TITLE STATEMENT |
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| Title |
Dam Design and Management Materials |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Water Resources Development Public Corporation, Japan |
| Date of production, publication, distribution, manufacture |
1988 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
p. |
| 505 ## - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
1. Purpose and definition 2. Purpose 3. Height of dam 4. Design flood discharge 4. Estimation of design flood discharge 5. Probability analysis of anticipated hydrologic quantities 6. Estimation of discharge from precipitation data 7. Extraordinary Flood Discharge 8. Freeboard above maximum design water surface level 9. External forces 10 Hydrostatic pressure 11. Silt pressure 12. Uplift pressure 13. Seismic body force 14. Hydrodynamic pressure 15. Ice pressure 16. Function of spillway 17. Selection of type 18. Discharge capacity 19. Control structure or spillway 20. Shape and water depth of entrance channel 21.Shape of overflow section and coefficient of overflow discharge 22. Negative pressure at overflow 23. Shape arid discharge coefficient of Orifice 24. Shape and discharge coefficient of Syphon 25. Vertical clearance of structures above overflow water level 26. Discharge carrier of spillway 27. Curvature of discharge carrier 28. Shape of tunnel and flow condition in tunnel 29. Inlet and outlet of tunnel 30. Outlet conduit 31. Selection of type 32. Shape of entrance of outlet conduit 33. Shape of outlet conduit arid cavitation 34. Open channel flow part of half pipe flow type outlet conduit 35. Energy dissipator 36. Selection of type 37. Hydraulic jump type or energy dissipator 38. Ski jump type of energy dissipator 39. Free fall type of energy dissipator 40. Crest gate 41. Conditions for selection or gate type 42. Emergency power source for gate lifting device 43. Pressure gate and valve 43. Conditions for selection of type 23 spare gate 44. Model study 45. Application of model study 46. Methods of model tests 47. Judgement of test results 48. Basic design requirements |
| -- |
49. Unit weight of concrete 50. Strength of concrete 51. Shear friction resistance of bedrock and modu1us of elasticity or modulus of deformation 52. Safety factor for bedrock 53. Loads to be taken into consideration 54. Seismic body force 55. Design calculation arid model tests for dam-body 56. Shape and stability analysis of dams 57. Stress analysis 58. Model tests 59. Foundation treatment and temperature control of concrete 60. Foundation treatment and temperature control of concrete 65. Contraction joints and water-stop 66. Contraction joints 67. Water-stop. 68. Facilities for supervision and inspection 69. Gallery and outlet conduit 70. Measurement instruments 71. Basic Design requirements 72. Physical constants of concrete 73. Strength of concrete 74. Modulus of elasticity or modulus of deformation and strength of Bedrock 75. Factor of safety of Bedrock 76. Loads to be taken into consideration 77. Seismic body force 78. Hydrodynamic pressure 79. Temperature load 80. Shape of dam 80. Configuration of dam 81. Improvement of Bedrock 82. Ancillary structures for abutment 83. Joints 84. Stress analysis and model study 85. Stress analysis of dam-body 86. Stress due to dead weight 87. Stress analysis and stability calculation of ancillary structures for abutments 88. Stress Analysis of dams with overflow spillway, outlet, conduit or gallery 89. Model tests 90. Facilities for inspection, control and measurement 91. Gallery and outlet conduit 92. Measurement instruments 93. Type of dams 94. Classification of types 95. Selection of types 96. Materials 97. Soil materials 98. Sand arid gravel materials 99. Rock materials 101. Impervious materials other than soil material |
| -- |
102. Testing 103. Foundation design 104. Foundation 105. Rock foundation 106. Sand and gravel foundation 107. Soil foundation 108. Design of dam-body 109. Shape of dam-body 110. Homogeneous type of dams 111. Zoned embankment type of dams 112. Impervious face membrane dam 113. Safety of dam 114. Loads to be considered 115. Design values 116. Safety against sliding failure 117. Safety against seepage 118. Construction 119. Construction planning 120. Preparatory works 121. Construction equipment 122. Construction of foundation 123. Borrowing, quarrying arid hauling of materials 124. Embankment 125. Quality control 126. Controlling facilities 127. Observation and measuring facilities 128. Outlet works. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
GEOTECHNICAL ENGINEERING. |
| 650 20 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
DAMS. |
| 650 20 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Geotechnical. |
| 651 ## - SUBJECT ADDED ENTRY--GEOGRAPHIC NAME |
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| Geographic name |
JAPAN. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Koha item type |
Monograf |