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Chapter II Fig. 1 - 4-hour runoff and rainfall 35 Fig. 2 - Statistical distribution of 4-hour runoff and rainfall Fig. 3 - Design flood hydrograph
P reliminary determination of design flood BIBLIOGRAPHY 36 1 - Cemagref, 1980 - Synthèse nationale sur les crues des petits bassins versants ; méthodes SOCOSE et CRUPEDIX, 3 fascicules, 120 p. 2 - Cernesson (F.), 1993 - Modèle simple de prédétermination des crues de fréquence courante à rare sur des petits bassins versants méditerranéens, thèse de doctorat, Université des Sciences et Technique du Languedoc, Montpellier, 240 p. + annexes. 3 - Cernesson (F.), Lavabre (J.), Masson (J.-M.), 1992 - Flood simulation from rainfall/ runoff modeling, Symposium dams and extreme floods, Grenade, tome I, pp. 46 - 55. 4 - CIGB - ICOLD, 1992 - Selection of design flood : current methods, bulletin 82. 5 - Duband et al., 1988 - Évaluation des crues extrêmes et de la crue de projet par la méthode du GRADEX, 16 e congrès CIGB, San Francisco, vol. IV, Q 63-R 60, pp. 1 009 - 1 047. 6 - Francou (S.), Rodier (F.), 1967 - Essai de classification des crues maximales observées dans le monde, Cahiers de l’ORSTOM, vol. IV, n° 3, pp. 19 - 46. 7 - Guillot (P.), Duband (D.), 1968 - La méthode du GRADEX pour le calcul de la probabilité des crues à partir des pluies, SHF, question 1, rapport 7, Paris, 7 p. 8 - Lavabre (J.), 1993 - Prédétermination des crues, cours à l’ENGREF, Montpellier, 30 p. 9 - Margoum (M.), 1992 - Éstimation des crues rares et extrêmes, le modèle AGRE- GEE. Conception et premières validations, thèse de doctorat, École des Mines de Paris, Cemagref, 252 p. 10 - Arnaud (P.), Lavabre (J.), 1995 - Simulation du fonctionnement hydrologique d’une retenue d’eau, Research and Development in the field of dams. Swiss National Commitee on Large Dams, Crans Montana, pp. 641 - 652. 11 - CFGB, 1994 - Design flood : determination by the GRADEX method, 96 p. 12 - Leviandier (Th.) et al. - Hydrologie appliquée. Tome 1 : méthodes globales et synthétiques, Cemagref éditeur, à paraître.
Page 1 and 2: FRENCH COMMITTEE ON LARGE DAMS COMI
Page 3 and 4: PHOTOGRAPH REFERENCES Cover: CACG,
Page 5 and 6: M E M B E R S O F T H E R E A D I N
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 33: P reliminary determination of desig
Page 37 and 38: 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
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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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