- Page 1 and 2: SMALL DAMS Design, Surveillance and
- Page 3 and 4: FOREWORD The ICOLD - International
- Page 5: ACKNOWLEDGEMENT The Ad Hoc Committe
- Page 9 and 10: 5.5.5 Compaction in confined areas
- Page 11 and 12: 7.2.1 Introduction 7.2.2 Spillway c
- Page 13 and 14: 1. SMALL DAMS DEFINITION AND CLASSI
- Page 15 and 16: 2 Fig. 1.2 - Relationship H . V wit
- Page 17 and 18: 1.3 REFERENCES [1] French Committe
- Page 19 and 20: 2.3 ZONED EARTHFILL DAMS In arid pa
- Page 21 and 22: sloping core guarantees water impou
- Page 23 and 24: Fig. 2.11 - Hlinky Concrete Gravity
- Page 25 and 26: Fig. 2.13 - Photograph of Neusberg
- Page 27 and 28: The gabion dam as the gabion retain
- Page 29 and 30: Some inflatable dams are operated b
- Page 31 and 32: 3.1 INTRODUCTION 3. SAFETY OF SMALL
- Page 33 and 34: Condition Effect on safety 13. Dama
- Page 35 and 36: Fig. 3.2 - Massive dam break overto
- Page 37 and 38: and suffusion or internal instabili
- Page 39 and 40: downstream part of the embankment m
- Page 41 and 42: small dam impounding a lot of water
- Page 43 and 44: Whenever the Supervising Authority
- Page 45 and 46: emergency management organizations
- Page 47 and 48: c) The decommissioning plan should
- Page 49 and 50: 5.1 INTRODUCTION 5. FEATURES OF THE
- Page 51 and 52: 5.2 DESIGN FLOODS Inadequate flood
- Page 53 and 54: downstream slope will show seepage
- Page 55 and 56: Fig. 5.2 - Design Freeboard 5.4.3 F
- Page 57 and 58:
2 U f Fe S 1400 D Where Uf is the d
- Page 59 and 60:
Maximum compaction is obtained at c
- Page 61 and 62:
characteristic must be determined.
- Page 63 and 64:
5.6.1 Foundation Watertightness The
- Page 65 and 66:
� A continuous vertical chimney d
- Page 67 and 68:
Thickness of pervious layer Thick D
- Page 69 and 70:
t 5.7.1.4 Practical Considerations
- Page 71 and 72:
It is generally accepted that cohes
- Page 73 and 74:
� Simple Bishop (1955) � Spence
- Page 75 and 76:
� The elements for surface draina
- Page 77 and 78:
The supporting layer for the rip-ra
- Page 79 and 80:
For very small reservoirs (fetch of
- Page 81 and 82:
The junction of the downstream slop
- Page 83 and 84:
Fig. 5.14 - Hongshiyan homogenous d
- Page 85 and 86:
material has been left in place or
- Page 87 and 88:
The homogeneous dam is recommended
- Page 89 and 90:
[3] OL and OH soils are not recomme
- Page 91 and 92:
part (core) lies in the zone (Fig.
- Page 93 and 94:
6. GUIDELINES ON SURVEILLANCE OF SM
- Page 95 and 96:
cases the owner may retain the serv
- Page 97 and 98:
Surface displacement on an embankme
- Page 99 and 100:
Fig. 6.1 - Leakage measurement usin
- Page 101 and 102:
Water Level Sounder - Details of th
- Page 103 and 104:
pressure) Left abutment 2 5 Weir ga
- Page 105 and 106:
Fig. 6.9 - Recommended standpipe pi
- Page 107 and 108:
the others weir gauges need to be i
- Page 109 and 110:
� Earthquakes sensible at the dam
- Page 111 and 112:
APPENDIX INSPECTION CHECKLIST FOR S
- Page 113 and 114:
Exposed reinforcement � The condu
- Page 115 and 116:
These spillways can be lined or unl
- Page 117 and 118:
flowing water. Flowing water with h
- Page 119 and 120:
Fig. 7.3 - Installation of the arti
- Page 121 and 122:
Fig. 7.7 - Dam overtopping protecti
- Page 123 and 124:
complete construction was in 2001,
- Page 125 and 126:
In some cases, the downstream face
- Page 127 and 128:
Tube-a-manchettes injection system
- Page 129 and 130:
7.3.5 Slope Protection Measures 7.3
- Page 131 and 132:
Pipe Rehabilitation SLIPLINING MODI
- Page 133 and 134:
Conditions Pros Cons Comments types
- Page 135 and 136:
Embankment dams that have properly
- Page 137 and 138:
and minimize erosion. Design of sui
- Page 139 and 140:
[20] SMEC- “Draft Guidelines for
- Page 141 and 142:
present visual information. It must
- Page 143 and 144:
Fig. 8.1 - Three small dams in casc
- Page 145 and 146:
Social Disruption low (rural area)
- Page 147 and 148:
Fig. 8.4 - Flood water level after
- Page 149:
8.9 REFERENCES [1] BURREC (1994) -