상수도관망계획및관로진단 -...
TRANSCRIPT
-
2007 2
-
20
1. Electrification. 2. Automobile. 3. Airplane. 4. Water Supply and Distribution. 5. Electronics. 6. Radio and Television. 7. Agricultural Mechanization. 8. Computers. 9. Telephone.10. Air Conditioning and Refrigeration. 11. Highways. 12. Spacecraft. 13. Internet. 14. Imaging. 15. Household Appliances. 16. Health Technologies. 17. Petroleum and Petrochemical Technologies. 18. Laser and Fiber Optics. 19. Nuclear Technologies. p g20. High-performance materials.
2007 3
-
20 , .
100 000 150 100,000 150 .
: , 3.
.
1940 .
.
.
, , , ,
.
, ,
, .
2007 4
-
2007 5
-
1 -
, , .
:
2 2
, , Tele Metering
: , , , ,
3
200
250300
350400
450
50.060.070.080.090.0100.0
80.0
90.0
100.0
110.0
(%
)
0
50100
150200
1961
1964
1967
1970
1973
1976
1979
1982
1985
1988
1991
1994
1997
2000
2003
0.010.020.030.040.0
Amount of Water Suppy(Lpcd)
Rate of Water Supply
50.0
60.0
70.0
1962
1964
1966
1968
1970
1972
1974
1976
1978
1980
1982
1984
1986
1988
1990
1992
1994
1996
1998
2000
2002
2007 6
-
-
-
2007 7
-
-
- :
- :
.
-
-
2007 8
-
-
2007 9
-
-
-
-
- -
(Fl hi ) (Flushing)
Cross Connection()
2007 10
-
-
:
7
30 ~ 200 mg/L
10 100 /L 10 ~ 100 mg/L
3 ~ 30 mg/L
3 mg/L 3 mg/L
3
0.4 mg/L
(Kofu), (Okayama)
0.4 mg/L
20
2007 11
(Kofu), (Okayama)
-
,
, ,
,
Back up p
2007 12
-
() ()
: 1
( ) ()
:
:
: ,
-
: 1 1m3/ , 1 5
1 7200m3/( : ) /( )
- , - , -
2007 13
-
() ()
KT '
- -
2005/02/28
-
-
KT
- KT,
2007 14
-
, ,
-
-
- : ,
-
-
-
- ( )
2007 15
-
, - -
,
.
, .
.
2007 16
-
, , , ,
70%
.
: 2001
: 10 413
,
20 1,016 : 10,413,
73.6%
20 1,016 ( 67.2%)
- U.S. EPA , 2001
2007 17
-
(/)(/)
(km) 127,027 km 578,890 km 0.22
(km) 1 439 km 10 499 km 0 14 (km) 1,439 km 10,499 km 0.14
(km) 5,973 km 28,527 km 0.21
(km) 119,615 km 539,864 km 0.22 (km) 119,615 km 539,864 km 0.22
1 (m/)
2.85 m 4.95 m 0.58
1,000m3 (m)
8,144 m 13,540 m 0.60
8 766 m3 35 373 m3 0 25 8,766 m3 35,373 m3 0.25
10.5 16.8 0.62
2004 12 2004 3 -
2007 18
2004. 12. 2004. 3
-
- 2004
2007 19
-
-
7.1.1
6. :
.
.
, ,
.
, ,
( ), (computer mapping system)
.
2007 20
-
-
7.1.2 :
:
.
.
1.
2.
3.
4.
2007 21
-
-
7.1.4 : ,
1 1 : 1 1
30%, 50% ,
100% 100% .
:
.
1 .
: 1.3, 1.5, 2.0)
, ,
, 1
,
2007 22
.
-
-
7.1.7 :
: : ,
.
1 1.
.
2 2.
.
3 3.
,
.
:
2007 23
: ,
,
-
-
7.1.8 :
:
.
:
. .
, .
(1)
(2)
(3)
(4) (4)
(5)
(6) ,
2007 24
(6) ,
-
-
7.1.9 :
: :
, ,
.
:
.
1 1.
2.
3. 3
4.
5.
2007 25
-
7.2
7.2.3 :
: :
.
1. 1 812 6 , ( 6.2 ).
2. 1.4 2 .2. 1.4 2 .
3. 2 .
:
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1 1. 1 12 .
( ) 2007 26
2. 7.1.5 (p.696) 1. .
-
7.2
7.2.3 :
:
812 . .
2 , .
:
612 ( (, , ) ( , ) 624 .
2007 27
.
-
2007 28
-
552( )
5
.
1
.
1
.
[ 1997.8.28]
2007 29
-
12( )
5521
.
1. : ,
2. :
[ 2006.6.29]
2007 30
-
123( )
122 .
1. :
2. :
[ 2006.6.29]
2007 31
-
[ 2006.6.29]
1 .
1.
.
.
. ,
2 2.
. 1
. , , , , , ,
, . (
)
1 2
2007 32
.
-
98 ( )
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-
,
( )
( )
- , 1
- 5
-
2007 33
-
4 ( )
( )- ( )
,
, ,
, ,
,
- ,
1 1 : + + 1 1 : + +
( )
1 1 5 : 1 1 1 5 : 1
3 10%
3 1 2007 34
3 1
-
- 11
20% ()
- , ,
`1
()
2007 35
-
[ 3] (4 3 )
()
[ 3] (4 3 )
5,000 1
5,000 ~ 50,000
50 000 ~ 100 000
5,000 1
7 000 1 + 250,000 100,000
100,000 ~ 500,000
7,000 1 + 2
8,000 1 + 4
500,000 ~ 1,000,000
1 000 000
15,000 1 + 33
30 000 1 661,000,000 30,000 1 + 66
2007 36
-
2007 37
-
: .
: :
, ,
: :
, , ,
2007 38
-
()
: 12 1
.
-
3000
3500
16
18
2000
2500
3000
m3
10
12
14
(h
r)
200316.0
1000
15001,00
0
4
6
8
0
500
1983
1984
1985
1986
1987
1989
1988
1990
1991
1992
1994
1993
1995
1996
1997
1998
1999
2000
2001
2002
2003
0
2
2007 39
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2
-
2007 40
-
2007 41
-
. :
1) :1)
- ,
2) : (lining)2) : , (lining)
. :
1) 1) , ,
2)
. :
1) : , ,1) : , ,
2) :
3) 2007
3) :
-
Darcy Weisbach Darcy-Weisbach
D W i b h fDarcy-Weisbach f :Colebrook-White
2007 43
-
Hazen-Williams : Q = 0.27853 CD2.63 I0.54
Modified Hazen-Williams ( by Khanna )
Q = 45.316CRD2.6576 I0.5525
(Takakuwa) : Q = C D2 637 I0 5124(Takakuwa) : Q = CTD2.637 I0.5124
Weston(75mm )
2007 44
-
Hazen-Williams C
.
Hazen-Williams C -
C
100100130
20
130130130130
PSPVC
130130130
110 120
C=110 .
(100 mm ) (100 - 600 mm)
110 - 120120 - 140
150
2007 45
-
1)
- ,
- ( C )
2)
-
3) 3)
- ,
- , ,
- , ,
2007 46
-
( (
), ,
2007 47
-
1
- 1
-
- ,
-
- ,
2007 48
-
: = :
/ (
-
.
.
.
.
2007 50
-
(A ) (A )
5
1990 1 29- 1.24
3
1990 1.29
1991 1.24
- 19901992 1.29
- 19911993 1 24
1992 1.18
1993 1.201991 1993 1.24
- 19921994 1.281994 1.28
1 24 1.24
2007 51
-
B 3A 3
A : 3 1.653, 1.324, 1.452
B 3 1 178 1 190 1 18
B 3A 3
B : 3 1.178, 1.190, 1.18
2007 52
-
2007 53
-
700
1.17
1.17
1.68
250
1,500
1,100
1.17
1.40 1.25
1.291.41
1.68
1.40 2.19
1.69
1 35
17,000
1,000
17,000
300
2,600
1.29
1 60
1.59
1.49
1.51
1.35
1.35
1.83
1,400
230
-
550
1.60
1.69 1.67
1.95
1.51
1.63 1.67
2.36
2,500
650
11,000
550
1.51
1.63
1.58
2007 54
-2,800
1.63
1999
-
2007 55 : -1990
-
2 3 .
10
2007 56
-
S
(/)
1(/)
1(/)
GK 50,000 45,900 38,676 1.19
PJ 50,000 53,000 41,001 1.29
360 480 251 009 1 44 360,480 251,009 1.44
100,000 459,380 330,686
- : 1.31 ??
- : 1.39 ??
- S :
.
2007 57
.
-
*
-
- ( )
-
2007 58
-
2007 59
-
(modelling) :
(model calibration) :
,
2007 60
-
C()
C
C
C
2007 61
-
C ()
.
C ( )
C .
C
.
.
.
C C
.
2007 62
-
Hazen-Williams C
mm (in) 75(3) 152 (6) 305(12) 610(24) 1220(48)
() 121 125 130 132 134 () 130 132 134
()30
129
100
133
106
135
112
140
117
141
120
60
835941
907050
977858
1028365
1078973
60
906949
977958
1028566
1079272
1129678
100
30
8161
39
8970
48
9578
58
10083
62
10489
614021
704930
785739
836448
897154
PVC PE - clean 147 149 150 152 153
2007 63
PVC, PE clean 147 149 150 152 153
-
< > C
0.9m/s C
0.9m/s
0.9m/s
C < 100 5% 5%
100 < C < 130 3% 3%100 < C < 130 3% 3%
130 < C < 140 1% 1%
140 < C 1% 1%
2007 64
-
C() ( )
2007 65
-
.
- .
- . .
(Fi fl t t) . (Fire-flow test)
-
- ,
- 4 - 7m, 4 7m,
15m .
2007 66
-
C() C( )
HazenWilliams
-1.85 -4.87 1.85H = 10.666 C D Q L
C : , D : , L = , Q =
2007 67
-
SIEMENS () : Model 7MF4032 010 kg/ Accuracy : 0.1%
2007 68
-
C() C( )
(m) (m3/sec)(m) (m) (m) (m) (m)
501 0 058 0 3 148 0 8 435 156 435 1 201
(m) (m3/sec)(m) (m) (m) (m) (m)3669 1.126 1.1 21.0 44.088 65.088 6.201
Readibility 0.1kgf/cm2 ( 1 m)
501 0.058 0.3 148.0 8.435 156.435 1.201
: 0.5m 1.0m
C C C6.021 5.02 7.02 99.7 91.1 108.61.601 0.6 2.6 104 84.6 186.7
2007 69
-
2007 70
-
3.5 - 7 m ??
5 - 10% ??
.
.
.
. .
2007 71
-
B Project ()
1 / 1%1. / 1%
2.
, ,
- , , 33%2. , , , , ,
33%
(),
3.
(),/PRV , ,
32%
4.
, - ,
18%
5 13%5. , , 13%
6. , 3%
** 100%
2007
100%
-
2007 73
-
:
:
: 1 1
1 12
150 kPa (1.53 kgf/cm2 ) ,5 2 5 3 5k f/ 2
5 2.5 ~3.5kgf/cm2
700 kPa (7.1 kgf/cm2 )
30 40m
30~40m
: : 3m/s , : 0.3 m/s
2007 74
-
2007 75
-
() ()
Alabama 20 psi 14 mAlabama 20 psi 14 m
Alaska 35 psi 25 m
D l 25 i 18Delaware 25 psi 18 m
Washington, DC 30 psi 21 m
Illinois 35 psi
20 psi
25 m
14 m
Wisconsin 35 psi
100 psi
25 m
70 m
2007 76
-
2007 77
-
1m3/min,
40
1 1 m3/min, 1 :
1 1
1 : 5 .
4 .
< 3.1 > 1
() (m3/min) ()(m3/min)(m /min) (m /min)
1 2 6 8
2 4 7 8
3 5 8 9
4 6 9 9
5 7 10 10
2007 78
5 7 10 10
-
-
-
- -
- -
( )
( )
1
( , )( )
1
( )
(, )
2007 79
-
( , ) ( , )
2007 80
-
-
()
2007 81
()
-
-
25.39%
2007 82
-
2007 83
-
- 0.2mg/L
-
0.2mg/L
.
2007 84
-
0.5 0.3 0.4 0.mg/L
:
10 = 1998
2007 85
-
(2000 )
: Ct = C0 x e-kt
: : 25 : 18
(2000 )
K= 0.01 hr-1 () ~ 0.04 hr-1 ()
: 18 : 8
26.5% 4.2% 6.2 5.0 6.2 5.0 0.05 0.0085 41.4% 25.5%
6.2 7.1 6.6 9.7 0.103 0.075 0.044 0.03
K=0 01 -
: 10.4~32.5% , 0~2.7%
2007 86
K=0.01 -
-
:0.2 mg/L (:mg/L ) 24
0.70
0.80
05
08
10
12
16
24
0 70
0.80
05
08
10
120.30
0.40
0.50
0.60
mg/L
20
24
0.50
0.60
0.70
L
16
20
240.00
0.10
0.20
4 5 1 3 2
0.20
0.30
0.40
mg/
0.50
0.60
0.70
0.80
L
D C
0.00
0.10
4 5 1 3 2 0.00
0.10
0.20
0.30
0.40
4
5
1
3
2
mg/L
4 5
1 3 2
2007 87
-
,
0.60
0 40
0.50
0.60
0 20
0.30
0.40
mg/
L
0 00
0.10
0.20
0.0005 08 10 12 16 20 24
() () () () () () () ()
: 31% : 10%
,
2007 88
: 10%
-
0 730.750.76
0 730.80 0.80
() () 2() 2()
0.65
0.60 0.61 0.60
0.73
0.67
0.590.62
0.670.72 0.73
0.620.60
0.70
0.60
0.70
0.40
0.50
mg/
L
0.40
0.50
0 10
0.20
0.30
0 10
0.20
0.30
0.00
0.10
05 08 10 12 16 20 240.00
0.10
. ( 0.15, 0.17 mg/L)
, 2
0 45mg/L 0 1mg/L
2007 89
0.45mg/L, 0.1mg/L .
-
24
24 (mg/L)
0.80
0.660.67
0.60
0.70
D C
0.39
0.500.48 0.47 0.46
0.480.50
0.46
0.40
0.50
0.31
0.24
0.180.19
0.20
0.30
0.14
0.09
0.00
0.10
D
4 5 1 3 2
2007 90
, D .
-
( Flushing ) ( us g )
, ,
, ,
.
3 ft/sec (0 9m/sec) : 3 ft/sec (0.9m/sec) : ,
5 ft/sec(1.5m/sec) : , ,
12 ft/sec(3.6m/sec) :
Flushing .
Tool .
2007 91
-
(Flushing) ( us g)
,
2007 92
-
2000 2000
0 2NTU 0.2NTU
1 30,
16.4NTU
2 1 20 2 1 20
5.9NTU
0.08mg/L
1 301 30,
1.98mg/L
2 1 30
0 42mg/L 0.42mg/L
2007 93
-
Spring, 2003 Hydrant Flushing
Schedule
Area Number
Date to Begin Flushing
1 April 13 and April 14
2 April 14 and April 15
3 April 15 and April 16
4 April 16 and April 17
5 April 17 and April 18
6A&6B April 20 and April 21
7A&7B April 21 and April 22
8A&8B A il 22 d A il 238A&8B April 22 and April 23
9 April 23 and April 24
10 April 24 and April 25
11 April 27 and April 28
12 April 28 and April 29
13 April 29 and April 3013 April 29 and April 30
14 April 30 and May 1
15 May 1 and May 2
16 May 4 and May 5
17 May 5 and May 6
18 May 6 and May 7
19A&19B May 7 and May 8
20A, 20B, &20C
May 8 and May 9
21 May 11 and May 12
22A, &22B May 12 and May 13
23 May 13 and May 14
// / /
23 May 13 and May 14
24 May 14 and May 15
25 May 15 and May 16
26 May 18 and May 19
27A, 27B, 27C&27D
Sections are done on various dates
and are completed May
2007 94
: http://www.ci.madison.wi.us/water/mainten.html 27C&27D and are completed May
19 and May 20
-
Benoit Barbeau , Montreal, Canada : Dead End Flushing of a Distribution System, AWWA, Florida, 1999
2007 95
-
(Cross Connection) (C oss Co ec o )
AWWA (1999) reports.
78%, 78%, 95% .
: Recommended Practice for Backflow Prevention and Cross-Connection Control, AWWA M14. 1999
CDC(Centers for Disease Control and Prevention) Report
- 1981 ~ 1998, 57 9,734
20 (6 333) 15 (697) - 20 (6,333) , - 15 (697)
- 22 (2,733)
C d C ld t(2001)Craun and Calderon report(2001)
- 1971~1998, 30.3%
- 50.6% . 50 6%
: Craun, G.F. and R.L. Calderon. 2001. Waterborne Disease Outbreaks Caused by Distribution System Deficiencies. J. AWWA. Vol 93, No.9. pp. 64-75.
2007 96
-
: 2003.
2007 97
-
: 2003.
2007 98
-
2007 99
-
1964
Niigata Niigata
.
..
2007 100
-
, ,
: ,
: , ,
:
:
,
2007 101
-
2007 102
-
: ,
: ,
:
:
,
2007 103
-
block system . 2 , 2
, , ,
.
2007 104
.
-
.
9090m
60m
30
30m
0m
2007 105
-
2007 106
-
2007 107
-
-
, ,
- .
- ( )- ( )
-
-
-
-
2007 108
-
2007 109
-
2007 110
-
2007 111
-
: 1,773, : 8,375 : 3.45.7kgf/
7
(5 0 kgf/) (5 8 (5 0 (4 2 (3 5685
136
4,684
450
:(/)
11 ()
8,955
(5.0 kgf/)
721.07 343.91
4,271
(5.8 kgf/)
3,586
(5.0 kgf/)
288.75
3,450
(4.2 kgf/)
277.80
3,000
(3.5 kgf/)
241.57
0.8 kgf/
0.8 kgf/
61 0.7 kgf/
:(/) 2,496.2
721.07 343.91
2,756.8 2,496.2
288.75
2,496.2
277.80
2,546.1
241.57
(/)
:(%)
11 ()
27.87
200.99
64.57
221.98
69.61
200.99
72.35
200.99
84.87
205.02
(%)
:
2007 112
-
,
()
88
130 ( 1 )
2007 113
130 ( 1 )
-
200 - 300 mm
100%
5/
5/
5~10
300~600
2007 114
-
Double Niigata ( )
.
.
,
,
.
,
2007 115
.
-
- Niigata ( )
()( )
:
10 m
:
100 ~ 200 mm
:
2 ~ 3
2007 116
-
,
.
,
, ,
, .
,
, .
,
.
2007 117
-
- 1
-- :
- : , ,
2007 118
-
- 2
- - :
2007 119
-
- 3
- ,
2007 120
-
, , , ,
-
- .
-
.
2007 121
-
.
.
2007 122
-
, (, , )
, .
.
.
- , - , -
, , .
, .
2007 123
-
( , )
.
.
.
2007 124
-
2007 125
-
:
.
: :
:
.
2 : 1.5 2.0f/
3 : 2 ,
= =
2007 126
-
- .
- - - -
.
.
-
2007 127
-
,
: :
-
. .
2007 128
-
, , .
2007 129
-
11
2007 130
11
-
2007 131
-
: - .
-
- ,
- ,
.
: .
:
2007 132
-
()
, ,,
( )
Network ()
, ,()
2007 133
-
- : , , ,
( )- : ( )
- :
Modeling
2007 134
-
.
.
.
, ,
,
.
.
.
2007 135
-
()
.
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.
,
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,
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(, )
.
2007 136
-
.
.
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.
, ,
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.
.
Tool .
2007 137
-
()
()
-
- -
-
-
-
( , )
-
( )
2007 138
( )
-
b k backup
2007 139
-
-
-
-
() - () ,
-
2007 140
-
()
2007 141
-
30
35
40
20.0%
25.0%
354045
25.0
30.0
10
15
20
25
5.0%
10.0%
15.0%
51015202530
5.0
10.0
15.0
20.0
0
5
20% 15-20% 10-15% 7.5-10% 5-7.5% 3-5% 1-3% 0-1%
0.0% 05
20%
15-20
%
10-15
%
7.5-10
%
5-7.5% 3-5
%
1-3%
0-1%
0.0
14.00
16.00
18.00
20.00
(%)
10 % 4 2.4
5 10 52 31 1
4.00
6.00
8.00
10.00
12.00
1 23 4
5 10 52 31.1
3 5 68 40.7
1 3 29 17.4
: 2005 , , 2006
0.00
2.00
1997 1998 1999 2000 2001 2002 2003 2004 2005
1 3 29 17.4
0 -1 14 8.4
167
2007 142
2005 , , 2006
-
(/
1
1
(/
)
(/)
(/)
(hr)
2005 1,737 8,934 16,443 16,211 -
- - - - - - -
225 2,334 16.1 3,473 3,470 -
133 14 10 575 575 -
85 296 14.7 434 434 -
108 305 12.3 529 529 -
95 392 10.1 649 649 -
200 325 26.8 478 478 -
213 500 257.1 1,106 884 -
180 598 9 9 977 9772007 143
: 2005 , , 2006
180 598 9.9 977 977 -
204 115 11.6 190 190 -
-
2007 144