댐 설계기준(2011)
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Transcript of 댐 설계기준(2011)
-
2011
-
.
-
, 1979 () 1983, 1993, 2001 2005
.
. 5
, (, , , ,
) ,
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2011 12
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I
1 3
1.1 3
1.2 3
1.3 3
1.3.1 3
1.3.2 4
1.3.3 4
1.3.4 4
1.4 4
2 7
2.1 7
2.1.1 7
2.1.2 7
2.1.3 8
2.1.4 8
2.2 9
2.2.1 9
2.2.2 9
2.2.3 10
2.2.4 11
2.3 11
2.3.1 11
2.3.2 13
2.3.3 13
2.3.4 14
2.4 14
-
II
2.4.1 14
2.4.2 14
2.5 16
2.5.1 16
2.5.2 16
2.5.3 17
2.5.4 18
2.5.5 19
2.6 20
2.6.1 20
2.6.2 20
2.6.3 22
2.6.4 22
2.6.5 23
2.7 25
2.7.1 25
2.7.2 25
2.8 26
2.8.1 26
2.8.2 27
2.8.3 28
2.8.4 29
3 33
3.1 33
3.1.1 33
3.1.2 33
3.1.3 35
3.2 37
3.2.1 37
3.2.2 38
3.2.3 43
-
III
3.2.4 48
3.2.5 49
3.2.6 51
3.2.7 52
3.2.8 53
3.2.9 55
3.2.10 56
3.2.11 56
3.3 56
3.3.1 56
3.3.2 58
3.3.3 60
3.3.4 61
3.3.5 62
3.3.6 62
3.3.7 63
3.4 64
3.4.1 64
3.4.2 65
4 69
4.1 69
4.1.1 69
4.1.2 69
4.1.3 69
4.1.4 69
4.2 70
4.2.1 70
4.2.2 71
4.2.3 72
4.2.4 76
4.2.5 78
-
IV
4.2.6 84
4.2.7 85
4.2.8 89
4.2.9 (gallery) 89
4.3 90
4.3.1 90
4.3.2 91
4.3.3 91
4.4 91
4.4.1 91
4.4.2 92
4.4.3 94
4.4.4 94
4.4.5 95
4.4.6 96
4.4.7 97
5 103
5.1 103
5.1.1 103
5.1.2 103
5.2 103
5.2.1 103
5.2.2 104
5.2.3 104
5.2.4 104
5.2.5 104
5.3 105
5.3.1 105
5.3.2 105
5.3.3 106
5.3.4 106
-
V
5.4 107
5.4.1 107
5.4.2 108
5.4.3 108
5.4.4 108
5.4.5 108
5.4.6 108
5.5 111
5.5.1 111
5.5.2 111
5.5.3 112
5.5.4 112
5.5.5 112
5.5.6 113
5.5.7 113
5.5.8 113
5.6 113
5.7 114
5.7.1 114
5.7.2 114
6 119
6.1 119
6.1.1 119
6.1.2 119
6.2 119
6.2.1 119
6.2.2 124
6.2.3 127
6.2.4 127
6.2.5 128
6.2.6 128
-
VI
6.2.7 129
6.3 129
6.3.1 129
6.3.2 (joint) 130
6.3.3 132
6.3.4 133
6.3.5 137
6.4 138
6.4.1 138
6.4.2 138
6.4.3 142
7 147
7.1 147
7.1.1 147
7.1.2 RCD 147
7.2 148
7.3 148
7.3.1 148
7.3.2 149
7.3.3 151
7.3.4 152
7.3.5 152
7.4 152
7.4.1 152
7.4.2 153
7.4.3 154
7.4.4 154
7.5 (ELCM) 154
7.5.1 154
7.5.2 155
7.5.3 155
-
VII
7.5.4 155
8 159
8.1 159
8.1.1 159
8.1.2 159
8.1.3 159
8.2 160
8.2.1 160
8.2.2 160
8.2.3 161
8.2.4 162
8.3 164
8.3.1 164
8.3.2 165
8.3.3 169
9 175
9.1 175
9.1.1 175
9.1.2 175
9.2 176
9.2.1 176
9.2.2 176
9.2.3 177
9.2.4 177
9.2.5 177
9.2.6 178
9.3 178
9.4 178
9.4.1 178
-
VIII
9.4.2 180
9.4.3 181
9.4.4 182
9.4.5 182
9.5 182
9.5.1 182
9.5.2 184
9.5.3 184
9.5.4 184
9.5.5 185
9.6 186
9.6.1 186
9.6.2 186
9.7 187
9.7.1 187
9.7.2 187
9.8 187
9.8.1 () 187
9.8.2 188
9.9 189
10 193
10.1 193
10.1.1 193
10.1.2 193
10.2 193
10.2.1 193
10.2.2 194
10.2.3 194
10.2.4 195
10.2.5 195
10.2.6 195
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IX
10.3 196
10.3.1 196
10.3.2 196
10.3.3 196
10.3.4 196
10.3.5 197
10.4 197
10.4.1 197
10.4.2 197
10.4.3 197
10.4.4 198
10.4.5 198
10.4.6 198
10.4.7 199
10.5 199
10.5.1 199
10.5.2 199
10.5.3 200
10.5.4 201
10.5.5 201
10.6 () 201
10.6.1 201
10.6.2 201
10.6.3 202
10.6.4 202
11 205
11.1 205
11.1.1 205
11.1.2 205
11.1.3 206
11.2 206
-
X
11.2.1 206
11.2.2 207
11.2.3 207
11.2.4 207
11.3 208
11.3.1 208
11.3.2 209
11.3.3 211
11.3.4 211
11.4 211
11.4.1 211
11.4.2 212
11.4.3 212
12 215
12.1 215
12.2 215
12.3 216
12.3.1 216
12.3.2 216
12.3.3 218
12.3.4 218
12.3.5 219
12.3.6 219
12.3.7 219
12.3.8 220
12.3.9 220
12.4 220
12.4.1 221
12.4.2 221
12.4.3 223
12.5 224
-
XI
12.5.1 224
12.5.2 225
12.5.3 227
12.6 229
12.6.1 229
12.6.2 229
12.6.3 230
12.7 231
12.7.1 231
12.7.2 231
-1
-3
-11
-28
-29
-30
-
1
1.1 1.2 1.3 1.4
-
1
3
1
1.1 ( .) 34
, ,
.
1.2 12 ,
.
1
2
3
4
5
6
7
8
9
10
11
12
1.3
1.3.1 () 15m ,, ,
-
1
4
.
() 15m
( .) .
1.3.2 () 5 4 .()
.
() 7 6
.
1.3.3
. , .
1.3.4
.
.
1.4 ()
, .
() ,
.
-
2
2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8
-
2
7
2
2.1
2.1.1 () , , ,
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2.1.2
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9
() ,
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11
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()
A1 .
1.0
0.51.0
0.5
1/2,000 1/5,000
1/1,000 1/2,000
1/ 500 1/1,000
2.2.4 () ()
.
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()
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2.3
2.3.1
(1) () (, ,
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1 3
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2
12
() () ,
,
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() , , , , ,
(telemetering, TM) .
()
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30 1
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() 1,
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() .
() (, )
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()
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,
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2
13
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()
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2.3.2 () , , , , , , (,
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2.3.3 () ,
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(2) () ()
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-
2.4
2.4.1 () .
() ,
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(1)
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2
15
,
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(2) ,
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(3) () , ,
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()
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(4) ()
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(5)
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(6) ,
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()
()
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2
16
()
() ,
2.5
2.5.1
.
2.5.2
(1) .
()
()
()
()
()
(2) .
()
()
()
()
()
(3) .
()
()
-
2
17
()
()
(4) ,
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2.5.3
(1) ()
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()
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(2) () , , ,
.
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() , , ,
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(3)
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(4) () , ,
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-
2
18
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()
: , ,
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: 1, 2, 5m
.
(5) () , , , ,
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() , , ,
, , ,
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() 1/5001/1,000 1m .
2.5.4
(1) 1/25,000
.
(2) , ,
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(3) () ,
-
2
19
.
() , (),
.
(4)
,
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2.5.5
(1) .
()
()
()
() ()
()
(2) () .
() , , .
(3) () .
() .
(4)
.
-
2
20
2.6
2.6.1
(1)
,
.
(2) () , ,
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() , ,
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(3)
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() : ,
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() : ,
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() , : , .
() :
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2.6.2
(1) () ,
-
2
21
,
.
()
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(2) ()
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()
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: , , GPR,
: , , ,
: , , ,
() 1/500
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(3) ()
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() (, , )
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() (, ,
) .
-
2
22
2.6.3
(1) ()
,
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(2) () , ,
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() ,
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()
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2.6.4
(1) () , ,
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() 23
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() 0.5
1 ,
.
() ( ), , ,
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-
2
23
()
, , , ,
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(2) () , , ,
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() , , ,
(),
.
2.6.5
(1) () KS .
() , , , , , , , ,
, , , , (), , ,
.
() , , , , ,
, , , , .
()
.
(2) () KS F 2346
.
() (, )
.
()
.
() .
-
2
24
(3) ()
.
() .
(4) (piping) () (2.1) () (2.2)
(creep ratio) .
(2.1)
(2.2)
, : (m) : (creep length, m) : : : (m) : (m)
() () 1/2
. , .
8.5 3.5
7.0 3.0
6.0
2.5
5.0
()
-
2
25
2.7
2.7.1
(1)
.
, .
(2) () .
, , ,
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()
.
() ,
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2.7.2
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2
26
()
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(2) ()
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2.8
2.8.1 ()
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()
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-
2
27
()
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2.8.2 ()
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()
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()
,
.
(SS)
.
()
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()
,
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.
-
2
28
()
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,
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()
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2.8.3 ()
.
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()
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()
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-
2
29
()
.
2.8.4 () .
() .
-
3
3.1 3.2 3.3 3.4
-
3
33
3
3.1
3.1.1
(1) , , ,
, , (), 15m
, ,
.
(2) , , , , .
() : ,
() : , , ,
() : , ,
()
: , , , ,
: , , ,
() : , , , ,
, , , , (),
3.1.2
(1) ()
.
-
3
34
()
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(2) ()
.
()
.
()
,
, , ,
.
.
()
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, ,
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355 (Q355)
, 10 .
, .
(3) ()
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() ,
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-
3
35
(4) () ,
. ,
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()
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(5) ()
.
()
.
3.1.3
(1) ()
.
() ,
,
.
(2) () 2 2.1.2 , .
() .
,
.
()
-
3
36
.
(prefeasibility study)
(feasibility study)
(basic design) (detail design)
() 3 ,
, ,
.
(3) ()
.
.
()
.
() ,
,
.
(4) () , , ,
,
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() ,
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-
3
37
3.2
3.2.1
(1) ()
, ,
.
() , ,
,
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() ,
, .
(2) () () , , 10 ,
.
() 20
.
(3) () , , ,
,
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() ,
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()
-
3
38
.
() , , ,
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()
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(4) () ()
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() 20
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5 10 .
() ,
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() , ,
,
, .
() ,
.
3.2.2
(1) , ,
-
3
39
, , , .
.
() (dead storage level, DSL)
.
100 100
.
() (low water level, LWL)
,
.
-
3
40
.
.
() (restricted water level, RWL)
. , .
() (normal high water level, NHWL)
.
() (flood water level, FWL)
. 200
.
() (maximum water level, MWL)
(probable maximum flood, PMF)
, .
(dam crest elevation) .
(2)
, ,
, .
() (inactive storage)
(LWL)
.
(dead storage)
.
() (active storage)
(LWL) (FWL)
-
3
41
.
() (water conservation storage)
(LWL) (NHWL) (RWL)
.
.
() (flood control storage)
(NHWL) (RWL) (FWL)
.
(exclusive flood control storage) .
() (joint use storage)
(RWL) (NHWL) .
,
.
() (surcharge storage)
(FWL) (MWL) .
(design flood)
.
() (effective storage)
(LWL) (NHWL)
.
() (total storage)
(FWL)
. .
(3) () ,
(LWL) (NHWL) .
()
. 100
100 ,
-
3
42
50
.
() ,
. (Ripple's
mass curve) .
.
() .
0.7 .
() -
,
.
20 .
.
(4) ()
.
(3.1)
, : () : : (/s) : (m)
.
.
() (ordinary flow)
.
-
3
43
() ,
(water capacity coefficient, ) . , 1 6 4 .
()
(tail water rating curve) .
.
() 65%125% .
() ,
85% .
() , 1 2
, 2
.
3.2.3
(1) () ,
.
()
, .
, , ,
, , .
.
,
.
() ,
(tangible benefits) (intangible benefits) .
-
3
44
(2) () . ,
(willingness to pay, WTP)
(consumer surplus) .
() (4, , 2008.12) () (3.2) .
.
(3.2)
, , : ()
: () : () : 1 (//) : 1 1 (pcd)
-
3
45
() , (alternative cost
approach) . , (,
, , )
.
(3) ()
.
,
.
() (4, , 2008.12) () . (production function)
.
(3.3)
, : () : (/) : (/) :
() ,
.
.
(4) () ,
.
()
(farm crop budget analysis) . , (3.4)
,
( ) () .
-
3
46
(3.4)
, : () : (f/) : (/f) : (/f) : () :
(5) ()
.
() (multi-dimensional flood damage
analysis, MD-FDA) ( )
.
() ,
(, ) 3 ,
( ), ( ),
.
() .
,
, GIS
, ,
.
.
.
.
.
.
.
-
3
47
.
.
.
= (1 +
) + +
,
. ,
.
(3.5) () . (
) 1 (
) .
(3.5)
, : : (capital recovery factor) : ()L
: ()
(6) ()
,
(greenhouse gas reduction benefit) .
() ,
(alternative thermal plant method) .
() ( )
.
-
3
48
(7) ()
, .
()
.
.
()
(WTP)
.
(8) ()
, .
(travel
cost method, TCM) .
,
.
()
.
, , .
3.2.4
(1) () .
,
.
() ( )
( ), .
-
3
49
() (OM&R) ,
, , .
(2) () .
, , ,
.
,
, .
( ) .
42 ,
.
1 .
()
++ 10% .
(3) () (OM&R)
(operation), (maintenance), (replacement)
, , ,
.
()
0.5%
3.2.5
(1) () (economic evaluation)
.
-
3
50
() ,
(economic analysis).
(2) () ( )
50 ,
(residual value) .
() (discount rate)
,
.
.
()
.
(3) () (benefit-cost
analysis, BCA) .
() (net present value,
NPV), (benefit-cost ratio, B/C), (internal rate of return,
IRR) .
(4) ()
(sensitivity analysis, SA) .
() , , ,
(NPV), (B/C), (IRR)
.
(5) ()
-
3
51
(financial analysis) .
()
, , , , ,
.
3.2.6
(1) ()
.
()
.
, , , .
(2) ()
(reservoir operation study) .
()
,
.
() ,
.
()
.
(3) () (=/) 100
,
, .
() (FWL)
-
3
52
200 ,
(back water) . ,
200 .
() ,
.
.
(4) () ,
.
,
.
() , , , , ,
, ,
, .
(5) () ,
, .
() ,
.
() (NPV), (B/C),
(IRR) .
3.2.7
(1) 20 ,
(cost allocation) .
(2)
-
3
53
() , ,
,
.
() ,
.
()
,
.
3.2.8
(1) .
, ,
, .
(2) () , , , ,
, , , ,
, ,
.
() ,
.
()
, ,
.
() , , , , ,
,
.
-
3
54
,
.
() , ,
. , ,
.
() , , ,
, (degradation),
.
()
.
.
(3) () ,
.
() ,
,
.
()
,
.
() ,
2 .
(4) ()
,
.
() ,
.
-
3
55
(5) ()
, .
() , ,
.
()
.
(6) ()
,
.
()
.
()
.
. ,
, , , , ,
.
3.2.9 ()
,
.
() .
.
, ,
.
,
-
3
56
.
, .
.
,
.
3.2.10 ()
, , ,
.
()
(reservoir induced earthquake)
.
3.2.11 ()
, .
() ,
, ,
.
3.3
3.3.1
(1) ()
, (principal spillway) (emergency spillway)
, .
()
(probable maximum flood, PMF) .
-
3
57
() 15m
PMF
.
() (probable maximum precipitation, PMP)
.
.
() PMF
.
()
,
.
(2) ()
, ,
.
() --(depth-area-
duration, DAD)
, --(PMP-DAD)
.
() ,
, ,
(, , ) .
() ,
.
(3) ()
(probable maximum
storm, PMS) - .
-
3
58
() PMP
PMP ,
.
() -
(probable maximum flood, PMF) .
- , ,
Clark .
()
PMF .
(4) () (frequency flood)
(frequency
analysis)
.
()
-
.
3.3.2
(1) () ,
.
()
.
(2)
-
3
59
(PMP) ,
PMP
. .
(3) PMP () PMP PMP
.
() PMP .
PMP
.
()
.
() 25 , PMP
PMP , PMP PMP (, 2004) 6 .
(4) () PMP
,
.
() Blocking, Huff, Yen-Chow
.
.
(5) () ,
6 . ,
6
.
-
3
60
()
-
,
.
3.3.3
(1) ()
PMP
.
() -
( ) ,
.
() PMP PMP
, .
(constant fraction method)
(constant loss rate method)
-(initial loss-constant loss rate method)
(infiltration curve method)
-(standard rainfall-runoff relation curve method)
(2) ()
,
.
() - ,
.
()
-
.
-
3
61
() -
(National Resources Conservation Service, NRCS) .
3.3.4
(1) () (unit hydrograph)
(1)
.
()
-
.
(2) - ()
.
1030%
() 1344
()
( ) ( ) ,
,
, .
(3) PMF ()
,
(1) .
-
3
62
()
.
3.3.5
(1) ()
.
() ,
,
.
() ,
, Snyder , .
(2) ()
.
() Clark ,
Clark .
3.3.6
(1) () (cost)
(safety) .
()
.
() PMF
-
3
63
, PMF 50% PMF
.
()
.
(2) ()
-
.
()
.
() ,
,
.
()
,
.
()
,
.
3.3.7
(1) () .
,
.
() (3.6) .
(3.6)
-
3
64
, , :
: (= - t1) , : , (/s)
, : , (/s) , : , ()
(2) ()
.
()
,
1/21/3 .
() .
.
3.4
3.4.1
(1)
, , .
(2) () ,
, ,
, , ,
.
-
3
65
() ,
.
3.4.2
(1) () , , , , ,
,
, , , , , ,
.
()
.
(2) , ,
,
.
()
() : , , , ,
() : , ,
() : ,
()
()
()
(3) ()
.
() ,
.
-
4
4.1 4.2 4.3 4.4
-
4
69
4
4.1
4.1.1 () .
()
.
()
.
4.1.2 , ,
(fill dam) .
4.1.3
.
() ()
()
()
()
()
4.1.4
(1) , (zone), (core) 4 ,
-
4
70
,
.
(2) , ,
.
()
.
() .
() .
() () ()
,
.
() , ,
.
()
.
() .
()
.
4.2
4.2.1 ()
.
() 1/2 .
-
4
71
4.2.2
(1) () ,
, , ,
.
()
,
.
(2) () 80% ()
.
() ,
(filter) (drain)
.
20100 .
10100
.
,
()
.
(3) ()
.
()
.
(4)
-
4
72
()
, .
() ,
.
() ,
.
.
() .
50 .
.
.
,
, , , , .
(5) ()
.
() 5 .
4.2.3
(1)
.
(2) ()
, (, transition
-
4
73
zone) .
()
. ,
.
() () ,
,
.
() ,
, , .
() (
/s
),
. .
.
.
, .
() ,
(random zone) .
() ,
,
. (, ) ,
.
()
(crack) .
.
.
.
.
-
4
74
() ,
.
0.05 1520%
, , , .
GC, SC, CL, SM, CH ML
, OL, MH, OH .
(PI) 15
.
(3)
.
(4) () ,
.
() 3
- .
(5) ()
.
() . ,
, , , (
, , )
, .
() .
,
,
,
-
4
75
, ,
(6) (filter)()
.
()
. (
)
,
.
() ,
.
15% 15% > 5
15% 85% < 5
.
25
.
0.074
5% .
10100 .
.
(geotextile)
()
.
-
4
76
(7) (piping)
.
(8) () ,
.
()
, 2.6 2.6
.
() 2 1.0m
.
4.2.4
(1)
, .
()
()
()
()
()
(2) () , ()
.
()
, .
-
4
77
(3)
.
(4) (), , ,
.
(5) (core zone) ,
.
() ,
.
(6) (filter zone)
(rock zone) .
(7) (rock zone) .
.
(8) (grouting) () (boring)
.
() (curtain
grouting), (blanket grouting),
.
-
4
78
, (grout)
4.2.5
(1) ()
.
() .
()
, ,
, .
()
.
.
()
, ,
.
()
() ,
(/)
.
.
() ()
.
() (parapet wall)
-
4
79
,
, .
(2) ()
.
, ,
.
() , , ,
, , , (, ),
.
() .
(3) (zoning)() , ,
.
()
,
.
(shell zone, transition, filter zone )
( ) .
() ,
.
()
.
()
,
.
()
.
-
4
80
(4) ()
.
() (4.1) ( ) (4.2) (PMF)
( ) () .
: (4.1)
: (4.2)
, : (m)
: (m) : (m) : (m)( 0.5m, 0m)
: ( 1.0m)
() () ,
SMB(Sverdrup-Munk-Bretschneider) ( ) ( ).
(4.3)
(4.4), : (m)
: 10 (m/s)
(T. Saville)
.
-
4
81
() ( ) (4.5)
.
, .
(4.5)
, : (m) : ( ) : (1sec) : (m) : (9.8m/ )
-
4
82
()
.
. 23m
6m 3m
.
3m (parapet wall)
.
. , 3.0m
.
(5) ()
, , , ,
.
()
.
(6) (, extra embankment)()
.
() (camber) ,
10
.
()
.
()
1% .
.
(4.6), : (m)
: (m)
-
4
83
(7) () , ,
, ,
3050% .
(8) () , , , ,
.
(9) ()
.
() ,
.
(10) ,
.
(11) (drain)() , ,
,
.
() , , ,
, ,
.
()
. ,
, .
-
4
84
4.2.6
(1) () ,
.
.
(2) () ,
.
()
.
()
.
(3) ()
.
() (Casagrande) .
() .
(4) () ()
(equi-potential line) .
()
.
()
.
(5) ()
-
4
85
.
()
(
) .
() (
) .
(4.7),
: (/s) : (/s) : (/s)
(6) , , ,
.
(7) () ,
.
() (Justin) ()
(quick sand) .
() , (hydraulic fracturing,
) .
(8) .
, ,
.
4.2.7
(1)
-
4
86
1.5
.
1
()
1.3 1.3
1)
.
2)
4550%
.
2
1)
1.3 -
3 1.2 1.2
4 1.2 1.2
5
2)
1.15 -
6 1.2 -
(2) () ,
, .
() ,
.
( 1 )
( ) ( (a) ). ( 24)
( ) ( ) ( (b) ). ( 5(a) 5(b) )
( ) ( ) ( (c) ).
-
4
87
()
1
50%
2
0%
3
100%
4
100%
5
(a)
100%
(b) 50%
()
.
() .
,
, .
12 .
-
4
88
()
.
(3) ()
.
()
(
) . , , KS
9095% .
(OMC+) .
()
3 ,
.
(UU) :
(
CU) : ,
(CD) :
()
,
.
()
, ,
.
(4) () -
-
4
89
. , -
.
() ,
.
(5) ()
,
.
()
.
4.2.8 () ,
.
() (),
3
.
() (silo) ,
.
4.2.9 (gallery) .
()
-
4
90
()
()
4.3
4.3.1 ()
,
.
(0.05 3040%,
0.005 1525%) .
()
.
.
()
.
()
.
( ) (4.8)
, : (m)
()
.
() (4.9), : (m)
()
(LWL) 1/2
.
-
4
91
.
()
.
4.3.2 () 2
.
() ,
,
.
() .
:
:
:
4.3.3 ()
.
() ,
.
4.4
4.4.1
-
4
92
,
.
4.4.2
(1) ()
,
.
()
, ,
.
(2) ()
.
() , ,
.
(3) ()
.
-
4
93
()
.
(4) ()
,
.
()
.
(5) ()
.
() .
(6) ()
.
() .
-
4
94
(7) ()
.
,
.
.
.
.
()
,
.
,
.
.
4.4.3 ()
.
() 11 .
4.4.4
(1) () , ,
.
-
4
95
()
.
(2) ()
, ,
.
()
.
(3) () ,
.
()
.
4.4.5
(1) () 1
,
, , .
() ()
,
.
() () 70
, 20
.
() .
-
4
96
(2) () , ,
.
()
.
()
.
()
.
(3) ()
.
()
,
, .
(4) ()
,
.
() ,
.
(5) ()
.
()
.
4.4.6
-
4
97
.
() , ,
.
() ,
.
() , , ,
.
()
, ,
.
()
.
()
.
4.4.7
(1) () 2 .
,
,
.
,
, , .
, .
() .
() , , , ,
-
4
98
.
() .
, ,
.
.
,
, , , .
(2) () , , , ,
.
()
kN/
kN/
/
/s
kN/
-
4
99
() , , , ,
, , , . ,
, , .
(3) ()
.
() ,
.
() 3 ,
.
(4) ,
.
(5) ()
.
() ,
.
() , .
(6) () .
() ,
, , , .
-
5
5.1 5.2 5.3 5.4 5.5 5.6 5.7
-
5
103
5
5.1
5.1.1 (concrete face rockfill dam, CFRD)
.
5.1.2 CFRD .
()
()
()
()
() ,
()
5.2
5.2.1 ()
.
() (plinth) , (transition zone)
(rockfill zone) ,
.
-
5
104
5.2.2 , , ,
.
5.2.3 ,
.
() , , .
()
.
5.2.4
, .
5.2.5 ()
.
() , ,
.
-
5
105
()
(trench)
.
() , ,
,
. 4 .
5.3
5.3.1 () ,
.
() , ,
.
() .
5.3.2 () ,
.
() .
-
5
106
20
10
5
2
()
.
= (m)/ (m) (5.1)
, (m) : (EL.m) - (EL.m)
5.3.3 () ,
.
()
, 0.250.4MPa
.
(5.2)
,
P
: (MPa)
S
W
: (MPa)
A
f
: (MPa)
5.3.4 ()
1 2 .
()
0.3% .
-
5
107
() , , ,
, 2535
1.01.5m, 35m .
()
, 15m .
()
.
5.4
5.4.1 () CFRD ,
.
(parapet wall)
( )
()
.
-
5
108
5.4.2 ()
. 4 .()
.
() CFRD
.
() CFRD
.
5.4.3 ,
, 10m 6m .
5.4.4 () .
()
0.1
0.35% .
5.4.5 () , ,
.
() 1 : 1.31 : 1.6
.
5.4.6
(1) ,
-
5
109
.
(2) (2 : bedding zone fine filter zone)()
.
() ,
, ( : 1
/s ) .
() 7538, 4.76(No. 4)
3555%, No. 200 515% .
()
35m ,
.
()
.
(3) (3A : transition zone filter zone)()
,
.
() ,
150 .
() ,
.
(5.3)
(5.4)
, , : 15%, 50% ()
-
5
110
, , : 15%, 50%, 85% ()
() 5m ,
.
(4) 3B(graded rockfill zone main rockfill zone)() .
()
.
(5) 3C(sub rockfill zone) () 3B
,
.
()
.
(6) (1 : upstream blanket zone)()
.
()
(LWL) .
() 1 : 2.2
.
(7) ()
.
()
.
-
5
111
() ,
1 : 1.81 : 2.5 .
(8) (parapet wall)() CFRD
,
.
() , ,
, .
() , ,
,
.
() PVC
1 , (mastic filler) .
5.5
5.5.1 ()
.
() , , ,
.
5.5.2 ()
, , , (workability)
.
() 1 : 1.41 : 1.5
, , ,
.
-
5
112
5.5.3 () ,
.
() ,
12m, 15m, 18m 15m .
5.5.4 ()
0.3m , (H)
0.3m + 0.003H .
()
(0.3m) .
5.5.5 () 0.400.50%(D19, D22, D25,
D29, D32@20cm) .
() ,
200300 .
-
5
113
5.5.6 () .
() : = 0.004 (5.5)
, : ()() 0.2 ,
.
5.5.7 () , , .
()
,
,
.
5.5.8 () (slip form) 1.55m/h ,
, , ,
.
() (finisher) 1.5m 1.5m/h.
.
5.6 () CFRD
.
.
1/2
-
5
114
() .
5.7
5.7.1 () CFRD
, CFRD
.
, ,
() CFRD .
() 4 .
5.7.2 () , , ,
,
.
() , ,
.
-
5
115
()
kN/
/
/s
kN/
kN/
kN/
CFRD
-
6
6.1 6.2 6.3 6.4
-
6
119
6
6.1
6.1.1 ,
.
6.1.2 ()
(, ) .
() (=/) 6
, 36 3
. .
6.2
6.2.1
(1) , , , ,
, , , , , .
(2) ()
.
() 23kN/
.
-
6
120
(3) ()
(NHWL) .
() (FWL)
.
(4) () .
()
, .
()
(6.1) , 1m
.
(6.1)
, : (kN/) : (kN/) : : (m) : (m)
() 1m
(6.2) .
(6.2)
, : (kN/)
(5) () , ,
, .
() ,
-
6
121
(3m ) (drainage
curtain) .
()
.
()
.
(a)
(b)
(6) ()
Molitor Stevenson .
Molitor
(6.3) Stevenson
(6.4)
, : (m) : (m/s) : ()()
-
6
122
, (6.9)
SMB .
()
. , (6.5)
. (6.3) (6.4) .
(6.5)
, : (kN/) : (m) : (kN/)
-
6
123
() 3 .
() 1.41.5
h
w
.
(7) () .
100 .
()
Rankine (6.6) .
(6.6)
, : (kN/)
: ( sin sin, 0.40.6)
: ( 35, 25, 15) : (= , kN/), : (kN/) : (kN/) : (0.30.45) : (m)
(8) ()
.
() ,
.
() 12 .
(9) , ,
() , ,
-
6
124
.
(10) ,
.
()
) 1.
2. 1/2
6.2.2
(1) ()
.
.
.
.
.
.
.
, , .
() (), (),
(working stress) 3
.
-
6
125
,
.
() 3 .
: 1/3
.
: 4 .
. ,
.
(2) () , ,
.
() .
:
(6.7)
:
(6.8)
,
: (m, ) : (m) : (m) : (m)( 0.5m, 0m)
() ()
SMB (6.9) .
(6.9)
, : (m) : (m) : 10 (m/s)
-
6
126
() (6.10)
.
(6.10)
, : (m) : ( ) : (1sec) : (m) : (9.8m/s )
(3) () 100m
,
.
()
-
6
127
.
()
3.5MPa .
(5) () ()
4 ,
.
() Henny
.
(6.11)
, : ( 4) : : (Mpa) : (Mpa) : (Mpa) : (m)
6.2.3 ()
.
() .
() 4
,
.
6.2.4 ()
.
() 2 .
-
6
128
() ,
1/3 .
6.2.5 ()
.
()
.
6.2.6
(1) ()
.
()
.
(2) ()
.
() (6.11) ,
(6.12) , ,
.
(6.12)
, : (2.0 ) : (MPa) : : (MPa) : ( , MPa) : ( , MPa)
-
6
129
6.2.7
(1) () ,
.
()
3 .
.
.
.
(2) () , , , , , ,
.
() 2
, .
6.3
6.3.1 ()
() ,
( ) () .
() .
-
6
130
() 91 . .
() .
() .
6.3.2 (joint)
(1) ()
,
.
()
, 1 (lift) (lift
joint) (cold joint) .
() (longitudinal contraction joint)
(transverse contraction joint) .
15m , 3040m
, 70m
.
() ,
RCD ELCM .
.
(2) ()
,
.
() Block 1.52.0m, Layer
-
6
131
0.51.0m, 0.30.75m ,
.
() 0.751.0m 3
, 1.52.0m 5
.
() ,
.
() ,
.
(3) () , ,
,
, ,
.
() 15m ,
,
, 25m .
() .
() 15m ,
0.51.5 .
(4) ()
(zigzag)
.
.
() ,
,
.
-
6
132
()
.
() 3040m ,
34.5m
,
.
(5) ,
, , .
(6) ()
()
.
, ,
.
()
.
.
6.3.3
(1) ,
.
(2)
-
6
133
() ,
.
(3) ()
, 2 .
()
, 400 .
6.3.4
(1) () , , 3
.
.
() .
(gallery)
(chamber)
(, )
( )
()
( )
-
6
134
(2) (gallery)() .
() .
(foundation gallery)
(crest gallery)
, , ,
(inspection gallery,
gate gallery)
,
(cross gallery)
( ),
,
()
, 3m .
-
6
135
() ,
,
1.5m2m .
()
, .
() () 2
.
()
.
,
.
.
() 1 : 1.25 ,
1 : 1 .
() .
30, 30,
30, 20 .
(Pit) .
() , ,
. 2m
, () ,
.
() ,
.
() , Outlet,
.
Plum Line .
-
6
136
(3) (elevator shaft)() 50m
, 50m .
() , , ,
,
.
3m
.
() ,
,
750f , 60m/ .
() .
() .
.
(4) .
()
() (, )
()
(5) (footing)() ( +(fillet))
,
.
,
()
.
-
6
137
() ,
.
6.3.5
(1) 4 .
(2) () , , , , ,
.
kN/
kN/
/
/s
kN/
kN/
-
6
138
() , , , , , , ,
, , ,
.
6.4
6.4.1 ()
.
()
.
() , ,
, (pipe-cooling) (pre-cooling)
.
6.4.2
(1) () ()
.
() , ,
.
(2) ()
.
() , , , , ,
-
6
139
, , ,
.
(3) () , ,
.
() ()
,
.
(4) () , , ,
.
()
.
()
.
(5) ()
.
() .
()
, .
()
.
(6) ()
.
() , , ,
.
-
6
140
() , .
() .
.
.
.
() (consolidation grout)
.
,
.
5m ,
.
0.5MPa
.
() (curtain grout)
,
1 .
,
.
,
2/3 .
(7) (seam) () ,
.
() ,
, , , ,
.
-
6
141
() (6.13)
.
(6.13)
, : : (kN) : (kN)
: (m, 0.51.0m) : ( ) : (kN, ): (m, )
-
6
142
6.4.3
(1) () ,
.
() , , , , ,
,
.
(2) ()
.
()
, , ,
.
, ,
, .
-
6
143
, .
.
.
()
Silo
, 24
.
()
(batcher plant) ,
, .
.
()
, , , , ,
.
()
.
-
7
7.1 7.2 7.3 7.4 7.5 (ELCM)
-
7
147
7
7.1
7.1.1 () (roller compacted concrete dam, RCCD)
.
() ,
,
.
() RCC RCD
. ,
RCD .
7.1.2 RCD() RCD 0
, ( )
, .
() RCD RCD
,
.
() RCD RCD 3
, , ,
.
() RCD
-
7
148
RCD ,
.
.
1 5075
, .
, (batcher plant)
, , ,
, .
.
,
.
()
.
.
7.2 RCD 6 .
7.3
7.3.1
(1) RCD ,
.
(2)
,
.
-
7
149
(3) ()
, .
() RCD ,
.
(4) () ,
.
() RCD ,
AE .
7.3.2
(1) , , ,
.
(2) () .
() RCD ,
.
: RCD ,
(3) () RCD
, , .
-
7
150
() 80
.
(4) () RCD (VC )
VC .
() ( VC
) .
(5) RCD ,
.
(6) VC ,
.
(7) () RCD , ,
.
() ,
- .
(8) (S/a) VC
.
(9) () , ,
- .
() .
-
7
151
.
-
.
(S/a) .
.
,
. ,
.
() ,
.
() .
7.3.3
(1) ()
.
() .
,
.
(2) ()
.
2436, 3648
.
()
.
.
2, 1.5 .
-
7
152
7.3.4 6 .
7.3.5 6 .
7.4
7.4.1
(1) RCD
.
() .
() ,
.
() .
() .
(2) () RCD
.
() ,
.
RCD , , ,
, RCD
-
7
153
RCD ,
RCD
(3) () RCD ,
.
() RCD .
(4) RCD ,
.
(5) () RCD ,
.
()
, .
(6) () RCD
.
()
. 2m Lane
20 .
() RCD
.
7.4.2 ()
, . RCD
-
7
154
.
()
,
.
7.4.3 () RCD 1
, .
() ,
.
() 12, 24
.
7.4.4 () RCD
.
()
, .
()
, 25
.
()
,
.
() (m ax ) .
7.5 (ELCM)
7.5.1 () (extended layer construction method, ELCM) 3
-
7
155
,
.
() ELCM
.
7.5.2 () ELCM
.
() , , ,
.
7.5.3 () ELCM
.
() 6 .
7.5.4 () ELCM ,
.
() ELCM RCD
, RCD
(vi-back) .
-
8
8.1 8.2 8.3
-
8
159
8
8.1
8.1.1 () (arch dam) , ,
, .
()
.
()
3 .
()
.
8.1.2 ()
.
() 3
.
() , ,
.
8.1.3 ()
.
() , ,
-
8
160
(bedding) .
, , , ,
.
()
.
.
8.2
8.2.1 ()
,
3 .
()
() ,
.
.
() ,
,
.
() .
8.2.2
(1) () , ,
.
-
8
161
()
.
() (creep)
MPa .
() (Poisson ratio) , ,
.
() .
= 23kN/
= 0.2
= / = (MPa), : ( , MPa)
: (MPa)
(2) () 91 .
()
.
() , ,
. ,
(8.1)
.
= (8.1)
8.2.3
(1) , , () , ,
, () .
-
8
162
() 6 .
(2)
,
.
(3) ()
.
(arch span)
.
() .
() .
8.2.4
(1) () ,
.
() , ,
.
() 12 .
-
8
163
(2) ()
.
()
.
.
() ,
.
() USBR
(8.2) .
.
(8.2)
, : (F) : (ft)
(3) ,
.
()
) 1.
2. 1/2
-
8
164
8.3
8.3.1 ()
,
.
()
, ,
.
() 6 .() .
-
8
165
8.3.2
(1) ()
6 ,
.
3 .
()
.
.
.
.
.
2 .
(crown
cantilever) .
()
, ,
.
()
.
(overhang) .
()
.
.
,
-
8
166
.
30 ,
45 .
()
.
.
,
(fillet) .
.
.
.
.
(2) () ,
.
() .
, , .
(3) () 3 ,
.
()
.
,
.
-
8
167
()
() ,
.
, , ,
.
()
,
.
,
.
.
.
.
()
( ) () .
.
()
.
.
(shoulder)
.
()
.
.
-
8
168
(4) ()
, ,
.
() (thrust)
()
.
.
.
() (plug)
,
.
,
3
.
()
()
.
(wing dam) .
() (saddle)
.
.
.
-
8
169
(thrust)
(plug)
(saddle)
8.3.3
(1) () ,
.
()
,
.
()
, .
()
.
-
8
170
(2) () 2
.
() 2 ,
6
.
() 3 , , ,
, , .
, ,
(3) () (finite element method, FEM)
.
() .
(shell)
3 3
()
3 .
(4) () 2 1
-
8
171
.
()
.
(5) () , , , , ,
.
()
.
(6) , , , ,
.
(7) ()
.
()
.
()
,
.
() (mode)
.
() 2
.
-
9
9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
-
9
175
9
9.1
9.1.1 , , , ,
.
9.1.2 () ()
.
() ()
.
() ()
,
.
() ()
.
() ()
.
() ()
.
() ()
,
-
9
176
.
() (air entrainment devices)
(cavitation)
.
9.2
9.2.1 ()
.
() ,
,
.
()
,
.
.
9.2.2 () , .
.
() ,
,
.
( )
, ,
(, , , ) (
, , )
-
9
177
9.2.3 ()
,
.
() ,
,
.
()
PMF (FWL) 200
.
9.2.4 () ,
, .
.
()
.
()
,
.
9.2.5 () ,
1.5m
. , 2.5m 1.0m
.
() ,
.
-
9
178
9.2.6 , , ,
5 ,
.
9.3 ()
4m/s
.
() ,
1/5 .
9.4
9.4.1 () ,
.
()
.
()
,
.
() 7580
.
()
. (USBR)
(/) 1.33 , (USACE) -5m .
-
9
179
() (WES)
.
( )
(9.1), : ( , m)
: :
(, USBR)
( )
(9.2), : ( , m)
: :
-
9
180
(, USACE)
() (9.3) .
(9.3)
, : ( m 3/s) : : (m) : (m)
() (9.4) .
(9.4)
,
: (9.8m/ )
: : (m)
, : (m)
9.4.2 ()
.
2/3 .
-
9
181
() 9.4.1
.
()
.
() .
9.4.3 ()
.
.
()
, ,
.
.
()
, ,
.
()
12.5 .
.
-
9
182
9.4.4 ()
.
()
.
() 6 6.4.2 (, 2009) .
9.4.5
.
() ,
() , ,
() , ,
9.5
9.5.1 ()
,
.
()
, 10 .
() (
), ,
.
()
.
.
-
9
183
tan (9.5)
, : ( ) : ( ) : (m/s) : (m) : (9.8m/ )
() ,
, .
.
() ()
.
tan cos (9.6)
, : ( () , m) : (m) : : (m) : (m) : ( )
() ()
, 10 .
-
9
184
(9.7)
, : (m) : (m) : (m/s) : (tf/)
9.5.2 ()
.
.
() ,
(9.8) .
.
(9.8)
, : (m) : (m/s) : (m)
9.5.3 ()
,
3040 .
() 0.2%
.
9.5.4 ()
(key) .
.
-
9
185
() 1015m ,
.
() .
.
9.5.5 () 1215m/s
, 20m/s
.
() (cavitation)
(air entrainment device) .
()
(cavitation pitting) .
() .
-
9
186
(deflector-type)
(offset-type)
(groove-type)
()
.
9.6
9.6.1 () ()
, ,
.
() ,
.
()
.
9.6.2 ()
.
.
() , ,
.
,
.
() (flip bucket), (stilling
basin), (submerged bucket)
-
9
187
.
(, )
,
, , (, )
, , (, )
()
. ,
.
.
9.7
9.7.1 () (curtain grout)
.
()
.
() ,
.
9.7.2 () ,
.
()
.
9.8
9.8.1 ()
-
9
188
() .
, , , ,
,
, ,
,
, ,
() ,
, (lift gate),
(rolling gate), (tainter gate), (drum gate) .
9.8.2 () .
2 .
()
( ) ,
.
.
.
,
.
.
()
, 30,
(radial) 50 .
() ,
,
1.5m . , 2.5m
1.0m .
-
9
189
9.9 ()
,
.
()
.
.
()
.
() 7.5
.
() .
,
-
10
10.1 10.2 10.3 10.4 10.5 10.6 ()
-
10
193
10
10.1
10.1.1 , , .
10.1.2 () () : ,
() () :
() : ,
() () :
() () :
() () :
() :
() :
() :
() () : ,
() () :
10.2
10.2.1
-
10
194
() , , ,
, .
() ,
.
() (bottom intake),
(surface intake) (selective intake)
.
() .
10.2.2 () , ,
.
() ,
.
()
, 1.6m
.
10.2.3 () ,
.
() (10.1) .
(10.1)
, : (/s) : : () : (9.8m/ ) : ( , m)
-
10
195
() Bell Mouth ,
.
10.2.4 () , , ,
(vortex)
.
() ()
.
10.2.5 ()
.
()
.
10.2.6 ()
.
() ,
10cm .
() Hydraulic Design Criteria , 15%
.
() 45m/s
.
-
10
196
10.3
10.3.1 ()
, .
() (backwater)
.
10.3.2 ()
.
() ,
,
, , .
10.3.3 () .
() , , .
()
.
10.3.4 ()
.
()
.
() ,
.
-
10
197
10.3.5 ()
.
()
.
10.4
10.4.1 () (low-level outlet, bottom outlet)
,
.
() ,
,
.
() , ,
, .
10.4.2 () , ,
, ,
.
()
.
10.4.3 ()
.
-
10
198
()
, , ,
.
()
,
,
.
() ,
,
.
10.4.4 ()
. 3N/ .
() .
.
10.4.5 () ,
.
.
()
, (trap)
.
10.4.6 () ()
.
() .
1.52.0m
45m/s .
-
10
199
10.4.7 () 25m 5/s ,
, , ,
.
() 25m 5/s
.
10.5
10.5.1 ()
.
()
.
() ,
.
() (,2009) .
10.5.2 ()
.
,
-
10
200
() (pool), ,
.
: , (ice harbor), (vertical slot)
: , , (denil),
: , (lift), , (fish pump),
(borland)
: (culvert), , (hybrid)
() ,
, .
,
.
.
.
10.5.3 () .
() ,
.
() (),
115% ,
.
() ,
-
10
201
.
()
.
()
.
10.5.4 5 .
()
()
()
()
()
10.5.5 () , ,
, , , .
() .
10.6 ()
10.6.1 () , , ()
, .
() , ,
, .
10.6.2 () ,
,
.
-
10
202
() ,
3
, .
() () , , (
) .
10.6.3 () ,
,
.
() ,
.
() (100m )
,
, ,
.
()
.
10.6.4 .
() .
() .
() .
() .
() .
() .
-
11
11.1 11.2 11.3 11.4
-
11
205
11
11.1
11.1.1
(1) ()
.
()
.
(2) ()
.
() .
11.1.2 ()
-
11
206
. .
( ) ,
,
() ,
, , ,
.
:
:
11.1.3 () , ,
, .
()
2025
.
510 .
() CFRD( )
25 .
()
12 .
11.2
11.2.1 ()
-
11
207
.
() ,
.
()
.
11.2.2 ()
.
.
()
.
11.2.3 () 0.5m
.
() , ,
.
()
11.2.4 () , , , ,
.
() .
,
.
.
()
-
11
208
. () ,
, , Chemical grouting .
11.3
11.3.1
(1) ()
.
() .
(2) ()
.
()
.
()
,
.
(3) ()
.
()
.
()
()
.
-
11
209
() .
11.3.2
(1) () , ,
.
.
()
,
.
()
.
(2) () , (2r ), 3r
(2r, 2.4r) .
, .
() 10m
10m .
.
()
, .
, ,
.
(3) ()
.
() ,
,
-
11
210
.
(4) ,
, 10
.
(5) ()
,
.
()
,
. ,
.
() 30 ,
40 ,
.
(6) , ,
, ,
2 .
(7) () , ,
,
.
() ,
() .
() 12,
23 .
-
11
211
()
3
20m .
11.3.3 () ,
.
() ,
(gallery)
.
()
24m .
() .
11.3.4 ()
.
()
.
.
11.4
11.4.1 ()
.
()
.
-
11
212
11.4.2 () (plug) ,
.
() ,
, .
()
,
.
11.4.3 () ,
.
()
,
.
() .
.
()
.
-
12
12.1 12.2 12.3 12.4 12.5 12.6 12.7
-
12
215
12
12.1 () ,
15m
. 15m .
() , , ,
, , , ,
.
12.2 () (1997.12)
.
() (1997.12) ,
.
.
() .
,
,
.
.
.
-
12
216
12.3
12.3.1 ()
. .
() ,
.
()
.
()
.
3
()
.
() .
(
) .
12.3.2
(1) () .
() 2
.
-
12
217
()
1/2 .
()
()
.
.
(2) ()()
. 500
0.11, 0.07.
, , , , ,
,
,
, , , , ,
,
(2)
(3)
,
(4)
,
) (1) (, ) : , , , , , ,
(2) (, ) : , , , , , , ,
, , , , ,
(3) (, ) : , , , , , , ,
, , ,
(4) (, ) : , , , , , , ,
, , ,
0.11 0.07
( 500 )
()
. 500 .
-
12
218
() 12.3.3 , 12.3.4 12.3.5 . ,
100m
.
() 0.1g 0.1g .
500 1,000 2,400
1.0 1.4 2.0
12.3.3 ()
.
()
.
, ,
45m 50
1,000
500
12.3.4 .
.
.
-
12
219
30m
(m/s)
(N)
(kPa)
(SA ) 1500 - - 0.8 0.7
(SB ) 7601500 - - 1.0 1.0
(SC ) 360760 50 100 1.2 1.1
(SD ) 180360 1550 50100 1.5 1.6
12.3.5 () . (
) ( )
, .
() 20% ,
2 .
12.3.6 ()
. , ,
.
() ,
.
12.3.7 ()
.
-
12
220
()
.
()
.
12.3.8 ()
.
() . ,
,
.
() .
12.3.9 ()
( ), (
), .
() .
2
2
3
12.4
-
12
221
12.4.1 .
() ,
.
() .
() .
() .
() .
()
.
() , (abutment)
.
.
() ,
.
.
()
.
12.4.2
(1) ()
. .
()
.
1
.
,
.
-
12
222
()
,
24m .
.
.
.
.
(blanket)
.
.
( )
,
.
,
.
(2) ()
.
()
. , .
(3) ()
.
() , ,
,
.
-
12
223
()
.
()
.
() 4 .()
.
. Bishop
.
() .
12.4.3
(1) ()
.
()
.
()
100m
.
(2) () .
(1997.12) (MCE) .
(MCE)
1.4 2.0 . , 0.14g 0.14g
.
.
.
-
12
224
, 3 .
.
2 .
.
() Newmark
. 0.3m ,
0.6m . ,
. , 0.6m
.
()
.
Sawada ,
Vucetic .
() ,
.
()
.
() .
() .
() ,
.
12.5
12.5.1
.
() 2 ,
(penstock) 3
-
12
225
.
()
.
. ,
, .
() .
()
.
() .
()
.
() .
() ,
.
12.5.2
(1) ()
.
()
.
, .
,
.
, 1/2 .
.
Westergaard .
-
12
226
()
1/2
.
.
()
Westergaard ,
.
.
.
(pier)
.
, .
(2) ()
() .
() 30% .
() ,
.
() 10% ,
( 25%) .
(3) () Henny
FS , 4 .
() ,
,
2.0 .
-
12
227
(4) ()
1/3 .
() , 1/3
,
.
(5) ()
, .
() 2
.
(6) (pier) ()
.
() (NHWL) ,
.
12.5.3
(1) () ,
.
() ,
.
()
100m
.
-
12
228
(2) ()
,
() Henny
(=1.0) .
.
()
(
).
.
()
. 1.3
.
() 15% ,
0.7 . ,
, 5%
.
.
() 1.0 .
, 1.5
. 1.15 .
() ,
.
() -- ,
. ,
.
() ,
.
()
, .
-
12
229
12.6
12.6.1 () .
() .
.
,
.
() .
.
.
.
,
.
12.6.2
(1) ()
.
()
.
.
-
12
230
, 1/2
.
()
Westergaard .
( )
.
(2) () .
() , .
()
( ) .
() 4 ,
30% .
(3) ()
() .
()
, () .
() 4 .
12.6.3 () ,
.
()
.
.
()
-
12
231
100m
.
()
.
() .
.
3 2
. , .
, , ,
, .
12 .
12.7
12.7.1 () ,
.
() ,
.
12.7.2 () ,
.
() , ,
,
.
-
3
, , 1989.
, , 2003.
, , 2004.
, (), 1996.
, (), 1997.
, ( ), 2000.
, , , 1996.
, , 2001.
, PMP , 2004.
, , 1998.
, , 2000.
, ; , 2004.
, , 2007.
, , , 2006.
, , (Water Vision 2020) , 2000.
, , (20062020) , 2006.
, , -
, 2000.
, , , 1992.
, , 1993.
, , 1994.
, (), 1979.
, (), 1982.
, , , 2009.
-
4
, , , 1999.
, , , , 1996.
, , , ,
, 1998.
, (), 1989.
, (), 2002.
, (), 1998.
, (), 1982.
, , 1997.
, , 1997.
, , 2004.
, (1 ), 2000.
, , 2009.
, , 2008.
, , , , 1993.
, ,
2004.
, , 1986
, , , (, ,
), 1996
(), 2007 , 2007.
, (2), , 33, 3, ,
2000.7, pp.87-93.
, , , , IHP
, , 1995.
, , ,
, , 48, 3, 2000.3, pp.17-23.
, , 1993.
-
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, Concrete Faced Rockfill Dam (Curb Element ),
, 2003.
, , , 1992.
, , ,
, 2011.
, , , 2011.
, , , 1987.
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, 1999.
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3, , , 1992.
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(3), 2003.
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, 1999.
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. T4-1-011, 1994.
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-
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1998.
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, (), 2009.
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, ( ) , 2009.
KDI, , 2008 ,
(4)
, , , 1991.
-
7
, RCD(),
- , ELCM (), 8
, : , , 1987.
, : 17, 2005.
, CFRD (), 2003.
, Rock Fill , 1998.
, ()(), 1999.
, RCD , RCD , 6
, () ---, 4
, , , 1981.
, ,
, () , 1997.
, () (, , ), 2000.
, , 1999.
, (), Rock Fill
, 1995.
, , (), , 1992.
, , CFRD, NO 162, 2000.
A. J. Peterka, Hydraulic Design of Stilling Basins and Energy Dissipators, USBR,
1978
Alfred R. Golze, Handbook of Dam Engineering, 1977.
ANCOLD, Guidelines On Concrete-Faced Rockfill Dams, 1991.
ASCE, Civil Engineering Guidelines for Planning and Designing Hydro-Electric
Developments, Energy Division of ASCE, 1989.
ASCE, Construction of Concrete Face Rockfill Dams - Design, Construction, and
Performance, 1985.
ASCE, Design and Performance of Shiroro Rockfill Dam, Concrete Face Rockfill
Dams - Design, Construction, and Performance, 1985.
-
8
ASCE, Federal Policies in Water Resources Planning, prepared by Task Committee
on Federal Policies in Water Resources Planning, American Society of Civil
Engineers(ASCE), 1985.
ASCE, Inland Navigation : Locks, Dams, Channels, 1998.
ASCE, Post-Construction Deformation of Rockfill Dams, Journal of Geotechnical
Engineering, Vol. 110, No. 7, 1984.
ASCE, Rockfill Modulus and Settlement of CFRDs, Journal of Geotechnical and
Geoenvironment Engineering, 2003.
ASCE, Social and Environmental Objectives in Water Resources Planning and
management, ASCE, 1986.
Chow, V.T. Open-Channel Hydraulics, McGraw-Hill Book Co., New York. 1959.
Corbitt, R. A., Standard Handbook of Environmental Engineering, Ch.10,
Creager, Justin & Hinds, Engineering for Dams, Vol.III, 1957.
Davis, C.V. and Sorensen, K.E., Handbook of Applied Hydraulics, McGraw-Hill Book
Co., New York, New York, 1969.
D. L. Vischer, W. H. Hager, Dam Hydraulics, John Wiley & Sons, 1998
Fuat entrk, Hydraulics of Dams and Reservoirs, 1994.
Golze, A.R.(ed.), Handbook of Dam Engineering, Ch.1, Planning and environmental
studies, Van Nostrand Reinhold Co. Inc., England, 1977.
Hansen, L. T., and Hallam, A., National Estimates of the Recreational Value of
Streamflow. Water Resources. Research, 27(2),
pp.167175, 1991.
Henry H. Thomas, The Engineering of Large Dams, John Wiley & Sons, 1976
Howe, C. W., Benefit-Cost Analysis for Water System Planning, Water Resources
Monograph 2, American Geophysical Union, 1997.
J. Barry Cook and James L.Sherd, Concrete Face Rockfill Dams, Design, Construction
and Performance, 1985
Jiang Guocheng, Cao Keming, The CFRD Dams in China, J. Barry Cooke volume,
Concrete face rockfill dams,