SMALL DAMS

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▲ 9 - Anti-contaminant geotextile under a horizontal gravel drain. (text p. 79). IV ▲ 10 - Placing a bituminous geomembrane. (text p. 81).
▲ 12 - Rip-rap on a dam built for irrigation. Note the row of gabions that is used to decrease the height of the embankment while preserving freeboard. At the bottom is the spillway shown in photo 20. 13 - Topsoil covering the downstream face of the same dam. Note the berm. (texe p. 76). 14 - Seeded downstream slope. (text p. 76-77). ▲ ▲ V
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FRENCH COMMITTEE ON LARGE DAMS COMI
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PHOTOGRAPH REFERENCES Cover: CACG,
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M E M B E R S O F T H E R E A D I N
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TABLE OF CONTENTS Foreword - What n
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Table of contents FILL DAM DESIGN..
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Table of contents Chap. VII - Life
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W hat need for guidelines for small
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W hat need for guidelines for small
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C hoice of site and type of dam TOP
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C hoice of site and type of dam AVA
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C hoice of site and type of dam CON
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P reliminary determination of desig
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G eological and geotechnical studie
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Page 63 and 64: G eological and geotechnical studie
Page 65 and 66: G eological and geotechnical studie
Page 67 and 68: F ill dams GEOTECHNICAL STUDIES 68
Page 69 and 70: F ill dams For fill, the wetter the
Page 71 and 72: F ill dams 72 If the latter is unal
Page 73 and 74: F ill dams As concerns freeboard R,
Page 75 and 76: F ill dams Wave height h (m) Thickn
Page 77 and 78: F ill dams In the case of a widely
Page 79 and 80: F ill dams Fig. 3 - Sloped granular
Page 81 and 82: F ill dams It is therefore necessar
Page 83 and 84: F ill dams The selected profile sho
Page 85 and 86: F ill dams 86 Case of compressible
Page 87 and 88: F ill dams In present practice, the
Page 89 and 90: F ill dams MONITORING SYSTEM 1 The
Page 91 and 92: F ill dams The most common measurem
Page 93 and 94: F ill dams 94 When H 2 V > 30, the
Page 95 and 96: F ill dams DESIGN OF THE FREE OVERF
Page 97 and 98: F ill dams 98 In the case of very w
Page 99 and 100: F ill dams TENDERING AND DAM CONSTR
Page 101 and 102: F ill dams In the case of a rock fo
Page 103 and 104: F ill dams However, when the materi
Page 105 and 106: F ill dams All of the inspections m
Page 107 and 108: F ill dams SPECIFIC FEATURES OF VER
Page 109 and 110: F ill dams !"engineering costs. The
Page 111 and 112: ▲ 1 - Compacting clay in the cut-
Page 113: ▲ 7 - Scarification after passage
Page 117 and 118: ▼ 20 - Overspill part of a side i
Page 119 and 120: C H A P T E R V Small concrete dams
Page 121 and 122: Chapter V Arch dams Arch dams trans
Page 123 and 124: Chapter V Masonry dams are no longe
Page 125 and 126: Chapter V Finally, the slope of the
Page 127 and 128: Chapter V FOUNDATION TREATMENT Hydr
Page 129 and 130: Chapter V and account will be taken
Page 131 and 132: Chapter V Thrust of ice This force
Page 133 and 134: Chapter V The commonly accepted cri
Page 135 and 136: Chapter V MONITORING SYSTEMS The ge
Page 137 and 138: Chapter V The typical cross-section
Page 139 and 140: Chapter V LOUBERRIA DAM Louberria d
Page 141 and 142: Chapter V Some of these barrages, a
Page 143 and 144: Chapter V Fig. 8 - Dam with a tilti
Page 145 and 146: Chapter V BIBLIOGRAPHY 1 - Ministè
Page 147 and 148: M anagement of water quality EUTROP
Page 149 and 150: M anagement of water quality !"the
Page 151 and 152: M anagement of water quality Proces
Page 153 and 154: M anagement of water quality 148 Al
Page 155 and 156: M anagement of water quality While
Page 157 and 158: M anagement of water quality It con
Page 159 and 160: M anagement of water quality It sho
Page 161 and 162: M anagement of water quality These
Page 163 and 164: 4. Grégoire (A.), 1987- Caractéri
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L ife of the dam SPECIAL FEATURES O
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L ife of the dam GENERAL SURVEILLAN
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L ife of the dam ORGANISATION OF SU
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L ife of the dam During such period
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L ife of the dam MAINTENANCE 168 Th
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L ife of the dam BIBLIOGRAPHY 1 - C
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C onclusion FLOOD DATA It is fairly
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SMALL DAMS

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