상수도관망계획및관로진단 -...

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상수도 관망계획 및 관로진단 단국대학교 토목환경공학과

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  • 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 .

    :

    .

    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 ( )

    - 1 - 1

    -

    ,

    ( )

    ( )

    - , 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

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