SMALL DAMS

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M E M B E R S O F T H E W O R K I N G G R O U P CHAIRMAN, WORKING GROUP: G. DEGOUTTE (ENGREF) Group Geological and geotechnical studies Chairman: P. BRUNEL (CARA) Committee Members: Group Fill dams Chairman: Committee Members: G. MICHEL (SCP), E. ALONSO (Cemagref), J.-P. BECUE (SAFEGE), J.-L. BRODIN (CACG), B. COUTURIER (BRL), D. LAUTRIN (Cemagref), G. MICHEL (SCP) E. ALONSO (Cemagref) J.-P. BECUE (SAFEGE), G. BOLLE (expert), J.-L. BRODIN (CACG), P. BRUNEL (CARA), A. CASSARD (DDAF Bas-Rhin), G. DEGOUTTE (ENGREF), M. DORÉ (MECASOL), D. LAUTRIN (Cemagref), J. LEFEBVRE (ingénieur conseil), P. ROYET (Cemagref), G. TRATAPEL (CNR) Group Small concrete dams Chairman: P. ROYET (Cemagref) Committee Members: G. DEGOUTTE (ENGREF), M. GIRARD (SOMIVAL), M. LINO (ISL), J. TEYSSIEUX (COYNE & BELLIER), G. TRATAPEL (CNR) Group Life of the dams Chairman: Ph. VINCENT (EDF) Committee Members: A. EMERIAU (DDAF Lot-et-Garonne), Ph. MARTIN (CACG), G. MICHEL (SCP), P. ROYET (Cemagref) Chapter Choice of site and type of dams J.-P. BECUE (SAFEGE), G. DEGOUTTE (ENGREF) and D. LAUTRIN (Cemagref) Chapter Preliminary determination of design flood J. LAVABRE (Cemagref) Chapter Management of water quality H. BEUFFE, A. DUTARTRE, Y. SOUCHON, S. VALENTIN (Cemagref), A. GRÉGOIRE (EDF), A. HÉTIER (CACG) and M. LAFFORGUE (AquaTechnique)
M E M B E R S O F T H E R E A D I N G P A N E L † A. GOUBET, president of CFBG D. BISTER (EDF) A. CARRERE (COB) P. DUPEUBLE (BACHY) J.J. FRY (EDF) P. HABIB (former president of International Society on Rocks Mechanics) F. LACROIX (Cemagref) P. LE DELLIOU (BETCGB) † P. LONDE (emeritus president of International Commision Large Dams) P. MALIVERNEY (EDF)
Page 1 and 2: FRENCH COMMITTEE ON LARGE DAMS COMI
Page 3: PHOTOGRAPH REFERENCES Cover: CACG,
Page 7 and 8: TABLE OF CONTENTS Foreword - What n
Page 9 and 10: Table of contents FILL DAM DESIGN..
Page 11 and 12: Table of contents Chap. VII - Life
Page 13 and 14: W hat need for guidelines for small
Page 15 and 16: W hat need for guidelines for small
Page 17 and 18: C hoice of site and type of dam TOP
Page 19 and 20: C hoice of site and type of dam AVA
Page 21 and 22: C hoice of site and type of dam CON
Page 23 and 24: P reliminary determination of desig
Page 37 and 38: G eological and geotechnical studie
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G eological and geotechnical studie
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F ill dams GEOTECHNICAL STUDIES 68
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F ill dams For fill, the wetter the
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F ill dams 72 If the latter is unal
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F ill dams As concerns freeboard R,
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F ill dams Wave height h (m) Thickn
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F ill dams In the case of a widely
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F ill dams Fig. 3 - Sloped granular
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F ill dams It is therefore necessar
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F ill dams The selected profile sho
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F ill dams 86 Case of compressible
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F ill dams In present practice, the
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F ill dams MONITORING SYSTEM 1 The
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F ill dams The most common measurem
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F ill dams 94 When H 2 V > 30, the
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F ill dams DESIGN OF THE FREE OVERF
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F ill dams 98 In the case of very w
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F ill dams TENDERING AND DAM CONSTR
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F ill dams In the case of a rock fo
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F ill dams However, when the materi
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F ill dams All of the inspections m
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F ill dams SPECIFIC FEATURES OF VER
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F ill dams !"engineering costs. The
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▲ 1 - Compacting clay in the cut-
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▲ 7 - Scarification after passage
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▲ 12 - Rip-rap on a dam built for
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▼ 20 - Overspill part of a side i
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C H A P T E R V Small concrete dams
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Chapter V Arch dams Arch dams trans
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Chapter V Masonry dams are no longe
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Chapter V Finally, the slope of the
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Chapter V FOUNDATION TREATMENT Hydr
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Chapter V and account will be taken
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Chapter V Thrust of ice This force
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Chapter V The commonly accepted cri
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Chapter V MONITORING SYSTEMS The ge
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Chapter V The typical cross-section
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Chapter V LOUBERRIA DAM Louberria d
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Chapter V Some of these barrages, a
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Chapter V Fig. 8 - Dam with a tilti
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Chapter V BIBLIOGRAPHY 1 - Ministè
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M anagement of water quality EUTROP
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M anagement of water quality !"the
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M anagement of water quality Proces
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M anagement of water quality 148 Al
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M anagement of water quality While
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M anagement of water quality It con
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M anagement of water quality It sho
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M anagement of water quality These
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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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