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ΑΝΟΙΚΤΟΙ ΑΓΩΓΟΙ Παναγιώτης Ν. Παπανικολάου, PhD p πυθ p b p d y c y b h d

Παναγιώτης Παπανικολάου - Ανοικτοί Αγωγοί

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Παναγιώτης Παπανικολάου - Ανοικτοί Αγωγοί

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  • . , PhD

    p

    pb

    pd

    yc yb

    h

    d

  • 1. ................................................................................................................ 1

    1.1 1

    1.2 . 1

    1.3 . 1

    1.4 . 2

    1.5 3

    1.6 (celerity) . 5

    1.7 7

    2. () ......................... 10

    2.1. - 11

    2.2 13

    2.3. () 14

    2.4. 14

    2.5. 16

    2.6. 17

    2.7. 20

    2.7 20

    3. ................................................. 25

    3.1. 25

    3.2. 28

    3.3. - 30

    3.4. - 32

    3.5. . 36

    3.6. . 39

    4. ............................................................................................ 42

    4.1. 44

    4.2 46

    4.3. 54

    4.4. 57

  • 5. ............................................................................................ 60

    5.1 61

    5.2 61

    5.3 63

    5.4 64

    5.5 . 65

    6. - () ............ 66

    6.1 66

    6.2 67

    6.3 () 68

    6.4 () 70

    6.5 . 70

    6.6 . 73

    7. .................. 80

    7.1 1. (Direct step method). 81

    7.2 2. (Standard step method). 85

  • - . 2007-2008

    2-1

    1.

    1.1

    , . , , , , , . .

    AVQ = V .

    ),( yAA = y . , b, y Z,

    ( )yZybZybA +=),,( . , ,

    ),,( tyAA = .

    1.2 .

    , , , , , .

    . .

    1.3 .

    , (, , , , ) ( , , , ). :

    b

    y Z 1

  • - . 2007-2008

    2-2

    Jo, () ( t), ( y), ( ) .

    1.4 .

    , , , , . , , . . , , , , .

    (section) , , .

    1.1 .

    :

    t y

    t

    P

    G

    G

    G - G

  • - . 2007-2008

    2-3

    t ... , ()

    y ...

    A ...

    ...

    P ...

    R ... (=A/P)

    D ... (=A/) ,

    1.5

    . (steady) t ( (unsteady) ). (uniform) t ' , (non-uniform). .

    , () (rapidly varied flow, RVF) () (gradually varied flow, GVF). t , . . 1.2 , 7.5cm, 5.0m 0.10m. 3.50l/s Reynolds 35000.

    , , , , , (spatially varied flow), .

    :

    (1) .

    (2) . , .

  • - . 2007-2008

    2-4

    (3) , ,

    (4) , , .

    1.2 7.5cm

    1 10cm. (, 2005).

    . , V (.. ) L (.. ), :

    MaFI = 2223 )/( VLLVLFI = MgFg = gLFI 3 pAFp = 2pLFp ( )AdyduF / = VLF , , a , p , , , . Navier-Stokes , .

    1 , . . , .

  • - . 2007-2008

    2-5

    , , ( ) Reynolds (Re)

    Re = VL , (1.1) V , = / L ( .. ). Reynolds Rec, . Re < 500 (L = R = A/ ), , Re > 4000 ( French, 1985, 12500) 500 < Re < 4000 ( 12500) .

    , , Froude (Fr)

    gLVFr = , (1.2)

    V , L = A/T = D . Froude Fr < 1 (), Fr > 1 () Fr = 1 .

    y, b (b > 5y), R D

    yyb

    byPAR +== 2 , yb

    byTAD === ,

    Reynolds Froude

    VyVL ==Re

    gyV

    gLVFr == . (1.2)

    1.6 (celerity) .

    :

    ( ) .

    y y . c , u. ( c), ( ) (. 1.3)

  • - . 2007-2008

    2-6

    yy

    ycuyyuccy +=+= ))(( (1.3)

    ])[()(22

    )( 2212 cuccyyygyguuQFp =+=

    1.3 y ()

    () .

    ucyyyg =

    +

    21 (1.4)

    u (1.3) (1.4)

    +

    +=

    yy

    yygyc

    2112

    y0 gyc = . (1.5)

    : c (celerity), h (h

  • - . 2007-2008

    2-7

    gycdygyc ==

    01

    2

    .

    (1.2) (1.5), Fr = 1, V = c.

    : V < c (Fr < 1), . () ( ).

    : V > c (Fr > 1), . ( ) ().

    : V = c (Fr = 1), . .

    1.7

    . . , () . x, , dx, .

    ( 1.4) :

    (i)

    QAVVAVAAdVA

    ==== 22110)( (1.6) (ii) ()

    ==++=A

    pg AdVVFFFF 0)(

    )( 1122 VVQFFFF pg =++= (1.7) V u(z)

  • - . 2007-2008

    2-8

    ( )AVdAuA

    22= .

    1.4

    .

    (iii)

    (1) (2)

    )21(21 += aHHH , gVz

    gpH

    2

    2

    ++= (1.8)

    )21( aH (1) (2)

    ( )AVdAuaA

    33= . , ( 1.5)

    bb zg

    pzgp +=+

    pb zb , .. .

    2cos)cos)(cos()cos( gyygtgtgp tb ==== gt = g cos t = y cos. ,

    H y z Vg

    y z Vg

    = + + + +cos22 2

    2 2 . (1.9)

    V2

    (1) (2)

    V1

    A1 A2

  • - . 2007-2008

    2-9

    1.5 .

    : , h u(z)=U(z/h) u(0)=0, u(h)=U, 2/UV = . :

    = 4/3 = 2.

    : ( ) y = t;

    =2 cos2 = 0.999 (Jo=0.0349) =5 cos2 = 0.992 (Jo=0.0875) =7.5 cos2 = 0.983 (Jo=0.1317) =10 cos2 = 0.970 (Jo=0.1763) 15% ( 8) y = t.

    (1)(2)

    t t(cos)

    V2/2g

    y

    .

    .. (1-2)

    g(cos

    g(sin)

    g

    U

    hx

    z

  • - . 2007-2008

    2-10

    2. ()

    2.1

    2.1 . . .

    t (depth) ( ) ( ).

    y (vertical depth) () .

    A (flow area - ).

    T (top width).

    P (wetted perimeter) .

    PAR /= (hydraulic radius) . TAD /= (hydraulic depth) ,

    .

    ( ) , t = y, . .

    z ( ).

    sin/ == dxdzJ o . dxdHJ E /= .

    dxdyJ /= .

    T

    Dty

    A

    C

    C TOMH C - C

    t

    P

    ..

  • - . 2007-2008

    2-11

    2.1. -

    ( ): (1) ( ) z, (2) y ( t) (3) V2/2g

    H z y Vg

    = + +2

    2 (2.1)

    H , z , y , V , g .

    , z,

    E y Vg

    = +2

    2. (2.2)

    , y A(y) P(y). Q,

    AQV = . (2.3)

    (y) () Q

    22

    2

    2

    2)(2)(

    gAQy

    ygAQyyEE +=+== . (2.4)

    , y - E Q y, . 2.1 Q.

    , Emin y. dE/dy . , (2.4) y

  • - . 2007-2008

    2-12

    01)/(

    1

    112

    1

    22

    3

    2

    3

    2

    2

    2

    ===

    ==

    +=

    gDV

    TAgV

    gATQ

    dydA

    gAQ

    gAQ

    dyd

    dydE

    ,

    dA/dy = T, D = A/T. ,

    12

    2

    == FrgDV

    . (2.5)

    2.2 .

    y = yc .

    E y Dc cmin = + 2 (2.6)

    Dc . Vc = (gD)1/2. Q > min y1 y2 . y > yc ( y1) Fr < 1. y < yc ( y2) Fr > 1. b Q ( q=Q/b), y = D Emin= 3 yc/2, ' ( 2.5)

    32

    32

    2

    gq

    gbQyc == . (2.7)

    y2

    yc

    y

    y1

    yc

    Emin E2 = E1 E(y)

    Q1 < Q2 < Q3

    Q1Q2 Q3

    y

    dy

    A dA=Tdy

    T

    Vc2/2g

  • - . 2007-2008

    2-13

    2.2

    (2.4) Q

    Q gA E y= 2 2 ( ) (2.8) (2.8) :

    0= QEy 000 == QAy

    2.3

    Q=Q(y) A=A(y). , 0 < y < E dQ/dy = 0 .

    ( ) 0)(20 2 == yEgAdyd

    dydQ

    [ ] 02)(22)(221 22/12 =

    = gAyE

    dydAAgyEgA

    dydQ

    2210)(2)(2 D

    TAyEAyETAyE

    dydA ==== .

    (2.1)

    122

    22

    2

    2

    ==== FrgDVD

    gAQyE .

    y = yc ( )

    =

    y1

    yc

    y2

    y

    QmaxQ2 = Q1 Q

    y

    dy

    A dA=Tdy

    T

  • - . 2007-2008

    2-14

    c

    c

    c

    cc

    cc

    cc

    TAg

    TAgADgA

    yEgAQ3

    22

    2max

    22

    )(2

    ===

    =. (2.9)

    Q < Qmax y1 y2 .

    2.3. ()

    ()

    F F F Q V Vpx x gx+ + = ( )2 1 (2.10)

    F yApx = (2.11) y .. .

    Fg

    Fg

    QgA

    y AQgA

    y Ax gx + + + +

    =

    2

    11 1

    2

    22 2 0 . (2.12)

    2.4.

    AygAQ

    M +=2

    (2.13)

    (gx=0)

    QgA

    y AQgA

    y A2

    11 1

    2

    22 2 0+

    +

    = 21 MM = . (2.14)

    () Q, y M(y) 2.4.

    2.4 : (i) Q, Mmin, (ii) > Mmin Q, y1 y2, y1 > y2 1 = 2. .

  • - . 2007-2008

    2-15

    2.4

    ( = Mmin)

    ( ) 000 22 =+

    =

    += Ay

    dyd

    gAQ

    dydAy

    gAQ

    dyd

    dydM .

    TgAQ

    dydA

    gAQ

    gAQ

    dyd

    2

    2

    2

    22

    ==

    ( ) ( ) Ady

    yAdyTdydyyAdy

    yAdAydyd =++= )2/()( .

    1)/(

    0 222

    2

    2

    ====+ FrgDV

    TAgVAT

    gAQ ,

    = Mmin, ( yc). > Mmin, Q , yc (y1 > yc, ) yc (y2 < yc, ), . y > yc ( y1) (Fr1).

    Q =

    Mmin M1= M2 M

    y1

    y

    yc

    y2

    y

    dy

    A

    dA

    T

    y

  • - . 2007-2008

    2-16

    2.5.

    yc, . (E/yc,y/yc).

    +=

    +=+=+=

    21

    21

    22

    2222 Fryy

    gyV

    yy

    yy

    gyV

    yy

    yE

    gVyE

    ccccc

    .

    Fr = 1 (y = yc), E/yc = 1.50.

    2cBy (

    2/ cByM , cyy / ).

    +=+=+=+=21

    21

    22

    2

    2

    2

    2

    2

    22

    22

    222

    Fryy

    yy

    yy

    gyV

    ByM

    ByAy

    gAAVAy

    gAQ

    Mccccc

    .

    Fr = 1 ( cyy = ), 2/ cByM = 1.50. 2.5 ( ).

    0.0

    0.5

    1.0

    1.5

    2.0

    2.5

    3.0

    3.5

    4.0

    4.5

    5.0

    0 2 4 6 8 10 12E/yc, M/byc

    2

    y/y c

    EM

    2.5 ()

    () .

  • - . 2007-2008

    2-17

    2.6.

    , Q,

    Fr VgD

    VgD

    c

    c

    = = = 1. (2.15)

    . .

    2.1

    yc b Q = AV.

    : yZybA )( += 212 ZybP ++= ZybT 2+= TADPAR /,/ ==

    (2.15)

    cyyZybyZybgyZyb

    Q

    BAgyZyb

    Q

    gDVFr ==++

    +=+== ;1)2/()(

    )()/(

    )( ,

    32

    )2()(

    1c

    cc Zybg

    QZyb

    y ++= (2.16)

    (. 2.1).

    2.2

    b Q. (2.16), = 0

    BQq

    gq

    gbQyc === ;3

    2

    32

    2

    . (2.17)

    .

    b

    y Z 1

  • - . 2007-2008

    2-18

    2.1: 2.5 m 1:1 ( = 1) 7 m3/s.

    (2.16) Q, Z b

    32

    )250.2(81.9

    00.7)50.2(

    1c

    cc yy

    y ++=

    yc = 2.00 m

    y1 = 2.000m y2 = 0.709m y1 = 0.709m y2 = 0.840m y1 = 0.840m y2 = 0.824m y1 = 0.824m y2 = 0.826m y1 = 0.826m y2 = 0.826m yc = 0.826 m.

    2.3

    yc d. Q .

    [ ]2

    )2/cos(1 dy = )2/sin(dT =

    8)sin( 2dA = , 2/dP =

    4sin1/ dPAR

    ==

    )2/sin(8)sin(/

    dTAD ==

    1//

    3

    2222

    =====gA

    TQTgAAQ

    gDV

    gDVFr

    ( ) 18/)sin( )2/sin( 322

    3

    2

    == dgdQ

    gATQ

    ( )

    )2/(sinsin

    8 2/12/3

    2/3

    2/5

    == gdQ

    '

    y d

    T

  • - . 2007-2008

    2-19

    3/12

    3/5

    )2/sin(8sin

    +=

    gQ

    d (2.18)

    (rad), Q , d g . . = 1 = 2. = (1+2)/2 . 4-5 .

    [ ] 20;)2/cos(12

    = dyc . (2.19)

    = 1 = , . 2.2 : Q = 0.10 m3/s d = 0.60 m.

    (1+2)/2 Q(m3/s) g(m/s2) d (m) 2 yc

    3.142 0.10 9.81 0.6 1.886 0.300 2.514 0.10 9.81 0.6 2.442 0.207 2.478 0.10 9.81 0.6 2.467 0.202 2.473 0.10 9.81 0.6 2.471 0.202 2.472 0.10 9.81 0.6 2.472 0.201 yc = 0.20 m. : ( yc) Excel, max(yc/d)=0.97828 =5.6915rad, , . (2.18) Q, 2 Q, yc/d Q/g.

    0.01

    0.1

    1

    0.001 0.01 0.1 1 10Q/g1/2

    y c/d

  • - . 2007-2008

    2-20

    2.7. , y = yc,

    () Froude Fr VgD

    VgD

    c

    c

    = = = 1.

    () E E yD

    cc= = +min 2 .

    () .

    () Q Q Q A gDc c= =max . () (1/2)

    Vg

    Vg

    Dc c2 2

    2 2 2= = .

    2.7

    2.3 :

    (1) Q=50m3/s.

    (2) .

    (3) 4.50 m.

    (Z=2) Q (2.16) [ ] 3/121 /)2()( gZybQZyby ccc ++= . . yc = 2.00 m, yc = 1.715 m (. ).

    yc Q b Z y1 2.000 50.00 5.00 2.00 1.656 1.656 50.00 5.00 2.00 1.728 1.728 50.00 5.00 2.00 1.712 1.712 50.00 5.00 2.00 1.716 1.716 50.00 5.00 2.00 1.715

    1.715 50.00 5.00 2.00 1.715 ()

    219.1...2

    )( ==++==

    c

    cc

    c

    cc Zyb

    yZybBA

    D m.

    2 1

    b = 5m

  • - . 2007-2008

    2-21

    () y = yc. ()

    )Zyb(y)Zyb(yDy

    gVyEmin

    c

    ccc

    ccc 2222

    2

    +++=+=+= .

    yc min E = 4.50 m.

    yc = 3.417 m yc = -1.317 m.

    ,

    c = (b + Zyc)yc = 40.43 m2

    Q gA E yc cmax ( )= =2 2 186.39 m3/s. : H : (1) Q, (2) yc, (3) Vc, (4) min E = yc + V2c/2g, (5) = 4.50 m . . (y>0).

    Q Z b yc Ac V minE (m3/s) (m) (m) (m2) (m/s) (m) 50.00 2.00 5.00 1.71 14.46 3.46 2.32 100.00 2.00 5.00 2.49 24.79 4.03 3.32 150.00 2.00 5.00 3.06 34.07 4.40 4.05 200.00 2.00 5.00 3.54 42.73 4.68 4.65 190.00 2.00 5.00 3.45 41.04 4.63 4.54 186.00 2.00 5.00 3.41 40.36 4.61 4.50

    Q = 186.00 m3/s.

    2.4 7 m3/s.

    :

    () .

    () .

    () min min.

    () min = f(yc).

    () = 4 m, Qmax.

  • - . 2007-2008

    2-22

    .

    () Q

    y Qgb

    qg gc

    = = = =2

    23

    2

    3

    2

    23

    72 50( . )

    0.93 m.

    () ( y - E)

    E y QgA

    = +2

    22

    Q y. = 1.0.

    (y - )

    MQgA

    yAQgA

    y A= + = +2 2

    2

    Q y.

    .

    0.00

    2.00

    4.00

    6.00

    8.00

    10.00

    0.00 2.00 4.00 6.00 8.00 10.00

    E (m)

    y (m

    )

    .

    0.00

    1.00

    2.00

    3.00

    4.00

    5.00

    0.00 5.00 10.00 15.00 20.00

    M (m)

    y (m

    )

    () y = yc.

    =+=+= 22

    2

    2

    )93.05.2(2793.0

    2min

    ggAQyE

    cc 1.395 m

    11 1

    1

    b=2.5m b=2.5m

  • - . 2007-2008

    2-23

    =+=+= )93.05.2(293.0

    )93.05.2(7

    min22

    xg

    AygAQ

    M cc

    3.23 m3.

    ()

    min E y QgA

    y y ycc

    cc c= + = + =

    2

    22 232

    () . = 4 m ,

    min E = 4 m = 1.50 yc.

    yc = 8/3 = 2.67 m.

    ==== )3/84(2)3/850.2()(2max gyEgAgDAQ cccc 34.10 m3/s.

    T .

    () Q

    3

    2

    )2()(

    1c

    cc Zybg

    QZyb

    y ++=

    yc = 0.826 m.

    () ( y - E)

    E y QgA

    = +2

    22

    Q y. = 1. (y - )

    MQgA

    yA= +2

    y y b Zy bb Zy b

    y b yb y

    = + ++ +

    =

    ++

    3

    2 22 6

    3 2( )( )

    ; = 1

    Q y.

    ( ).

    () y = yc.

    min E y QgA

    y Dcc

    cc= + = + =

    2

    22 21.157 m

  • - . 2007-2008

    2-24

    min MQgA

    yAc

    c= + =2

    2.86 m3.

    () min E y QgA

    yD y b y

    b yc cc

    c c c

    c

    = + = + = ++

    2

    22 2 23 5

    2 ; D b y y

    b ycc c

    c

    = ++( )

    2

    () . = 4 m , y = yc. 1 () yc = 2.39 m, '

    max ( )Q A gD A g E yc c c c= = =2 46.42 m3/s

  • - . 2007-2008

    2-25

    3.

    Q

    H z y Vg

    z y QgA

    = + + = + + 2 2

    22 2 (3.1)

    H , z , y , V , g . x

    dHdx

    dzdx

    dydx

    ddx

    QgA

    = + +

    2

    22 (3.2)

    x. J J

    dxdHJ E = (3.3)

    dxdzJ o = . (3.4)

    , , . ( .. , , ), . , . , . () () .

    3.1.

    (3.2) ( = 1)

    ++=

    ++=

    dxdy

    dydA

    AgQ

    dxdyJ

    gAQ

    dxd

    dxdyJJ ooE 3

    2

    2

    2 222

  • - . 2007-2008

    2-26

    ( )223232 1111 FrdxdygDVdxdyTgAQdxdydydAgAQdxdyJJ Eo =

    =

    =

    = ,

    dA = Tdy Fr = V/(gD)1/2

    dydx

    J JFr

    o E= 1 2 . (3.5) (JE = 0)

    dydx

    JFro= 1 2 0)1(

    2 =+dxdzFr

    dxdy . (3.6)

    (3-6)

    dz/dx Fr dy/dx y(x)

    (i) >0 1 >0 (iii)

  • - . 2007-2008

    2-27

    3.

    (Fr >1) dz/dx < 0.

    (3.6) dy/dx < 0.

    4.

    (Fr >1) dz/dx >0.

    (3.6) dy/dx > 0.

    : b (. 3.3)

    zEEHH +== 2121 . Q, 2 minE2, .

    3

    2

    13 2

    2

    121 23

    23minmax

    gqE

    gbQEEEz === .

    z > maxz,

    ( 1) Q,

    1 .

    yc

    dz

    ycdz

    yc dz

    y1 y2

  • - . 2007-2008

    2-28

    3.2.

    H z y qgy

    = + +2

    22 (3.7)

    )(xbb = )(/)( xbQxqq == z =

    x

    dHdx

    dydx

    qgy

    dydx

    qgy

    dqdx

    = = + +0 02

    3 2

    dxdqb

    dxdbq

    dxdQbqQ +=== 0

    dq/dx,

    0)1( 22 =dxdb

    byFr

    dxdyFr (3.8)

    bADgyq

    ygbbQ

    gAbQ

    gDAQFr /;3

    2

    33

    2

    3

    2

    2

    22 ===== .

    (3.8)

    db/dx Fr 1-Fr2 dy/dx y(x)

    (i) >0 0 >0 (ii) >0 >1

  • - . 2007-2008

    2-29

    1.

    (Fr 0.

    (3.8) dy/dx > 0.

    2.

    (Fr 1) db/dx >0.

    (3.8) dy/dx < 0.

    4.

    (Fr >1) db/dx < 0.

    (3.8) dy/dx > 0.

    b B

    yc

    b B

    yc

    b B

    yc

    b B

    yc

  • - . 2007-2008

    2-30

    : (. 3.4).

    21

    22

    2

    21

    1 22EE

    gVy

    gVy =+=+ .

    Q, 2 , minE2. minb

    E1 = min E2 = 32

    2

    23

    Qb gmin

    '

    min /bQ

    E g= 3

    23

    213 2 .

    b < minb,

    ( 1) Q,

    1 .

    3.3. -

    z 3.1. (1) (2) .

    H H y Vg

    z y Vg1 2 1

    12

    222

    2 2= + = + + (3.9)

    zEE += 21 . (3.10)

    b B

    yc

    minb

    y1 y2

  • - . 2007-2008

    2-31

    3.1 .

    Q,

    E y D y Qb gc

    ccmin = + = =2

    32

    32

    2

    23 (3.11)

    . 1>2 (3.9), , Q ( 3.1). maxz, 2 ( 3.10, 3.11)

    max minz E E E Qb g

    = = 1 2 12

    23

    32

    . (3.12)

    max z, (2) 2, , Q ( 1) (1).

    y2 (2), (3.9) y2,

    yQ

    gb yz y

    Qgb y1

    2

    212 2

    2

    2222 2

    + = + + . (3.13)

    .

    : maxz/y1 , Froude F1 , Q.

    1

    2

    .. (EGL)(2)(1)

    yc maxz

    y1 y2

    2min

    y

    yc

    y2

    1.5yc

    2

    y2 yc

    z

  • - . 2007-2008

    2-32

    : min E = Ec max z = zc

    3/21

    21

    11

    21

    1

    1

    11

    1

    1

    5.12

    15.12

    5.1 FFyy

    gyV

    yy

    yy

    yE

    yz ccc +=+== ,

    3/21

    1

    Fyyc = (;).

    yc/y1 1 0 Froude F1 0 1 (. ).

    0.0

    0.2

    0.4

    0.6

    0.8

    1.0

    0.0 0.2 0.4 0.6 0.8 1.0F1

    c/

    Y1

    3.2 maxz Froude,

    .

    3.4. -

    . (1) (2) ,

    1 = 2 1 = 2 (3.14)

    . (3.14)

    yQ

    gB yy

    Qgb y1

    2

    212 2

    2

    2222 2

    + = + . (3.15)

    b Q, 2. b , , Q (1).

    E E Qb g1 2

    2

    23

    32

    = =minmin

    (3.16)

  • - . 2007-2008

    2-33

    b QE gmin /

    = 32

    321

    3 2 . (3.17)

    b > bmin, (2) (3.15).

    (1) , (. VT Chow2 . 17-3).

    3.3 .

    3.4

    (Chow1).

    3.1

    , , b z L, .

    2 Chow, VT, 1973. Open-channel hydraulics. McGraw-Hill.

    b

    q1=Q/B

    q2=Q/b y

    E min E2

    q1q2

    q1 < q2

  • - . 2007-2008

    2-34

    Q = 3.0 m3/s, B = 2.0 m y1 = 1.5 m :

    () b 2 z

    y2 = y2c = b.

    () F . .

    () y .

    () (1) (2)

    H H yV

    gz y

    Vg1 2 1

    12

    222

    2 2= + = + +

    '

    z y Vg

    yV

    g= +

    +

    1

    12

    222

    2 2 (1)

    y1 = 1.50 m V1 = Q/(By1) = 3/(2 x 1.50) = 1.00 m/s.

    V2 = Q/(by2) = Q/(bb) = Q/b2 (2)

    b

    B b

    L

    y1 y2

    zF

    (1) (3) (2)

  • - . 2007-2008

    2-35

    y Qgb

    bc22

    23= = (3)

    '

    b Qg

    = =2

    5 0.983 m.

    V2 = Q/by2 = Q/b2 = 3.105 m. (4)

    y1, y2, V1, V2 (1)

    z = 0.079 m. () (1) (2)

    [ ] )()( 12 VVQEdVVFFgFpF xxxx ==+++ o . Fgx = 0 ( ).

    Fx = 0 ( )

    ( )byBygFpx 222121 = ( ) ,

    ( )F Fp Q V V y B y b Q V Vx= = = ( ) ( )2 1 12 22 2 112 11.098 kN () - , z/2 (B + b) / 2.

    H y Vg

    z y Vg

    = + = + +1 12

    332

    2 2 2 = 1.512 m

    Q = y3b3V3 = y3V3 (B + b) / 2.

    V3 3

    y y33

    321512 0 206 0 + =. .

    , , 1.50 m 0.983 m (3) .

    y3 = 1.408 m.

  • - . 2007-2008

    2-36

    3.5. .

    q . , . , ,

    = yc + D/2 = 1.5 yc yc = (2/3)E

    . :

    1. . y = 0 (q = 0).

    (1)

    y = 0, q = 0

    (2)

    y < yc, q < qmax

    (3)

    y = yc, q = qmax

    qmax

    y=ycE

    ..

    Eq

    yyc

    ..

    ..

  • - . 2007-2008

    2-37

    2. . y < yc q < qmax.

    3. ( ). y = yc q = qmax.

    (3.11) q = Q/b

    E E y D y Qb g

    qgc

    cc= = + = = =min 2

    32

    32

    32

    2

    23

    2

    3 (3.18)

    '

    q g Emax/

    =

    23

    3 2

    (3.19)

    , . , . , .

    ' , , () . . Hunter Rouse yb (brink depth) yb = 0.715 yc. yc 3yc - 4yc . y = yc.

    3.5 .

    y

    E

    yc yb

    p/

    pb/

    Emin

  • - . 2007-2008

    2-38

    3.2 b. , .

    h , . A (=0)

    H y zV

    gz y

    Vgcc= + + = + +1 1

    2 2

    2 2 y V

    gy

    Dy

    y yc

    cc

    c c1

    12

    2 2 232

    + = + = + =

    12

    1

    2y

    gV

  • - . 2007-2008

    2-39

    3.6. .

    . , ( ) . .

    3.6 .

    x, ( ) ( ) ( 2.14)

    21 MM = 0222

    2

    111

    2

    =

    +

    + Ay

    gAQ

    AygAQ

    . (3.20)

    , .

    3.1 b, Q, y1 < yc. y2 .

    (3.20)

    QgA

    y AQgA

    y A V byg

    y b y V byg

    y b y2

    11 1

    2

    22 2

    12

    11

    1 22

    22

    2

    2 2+ = + + = + . (3.21)

    Q V y V y V Vyy

    = = =1 1 2 2 2 1 12

    (3.22)

    (3.21) (3.22) V1 Froude F1,

    FVgy1

    1

    1

    = (3.23)

    y1

    y2 V2V1(1)

    (2)

  • - . 2007-2008

    2-40

    2 1 1 012 2

    1

    2

    1

    2

    1

    Fyy

    yy

    yy

    +

    = (3.24)

    y1 y2,

    [ ]18121 2

    11

    2 += Fyy . (3.25)

    F1 > 2

    yy

    F F21

    1 1212

    2= >; . (3.26)

    3.2 .

    :

    H y yy y

    = ( )1 23

    1 24. (3.27)

    3.7 ( - 3 1978).

    3 , , , , 1978. . , . . , .

  • - . 2007-2008

    2-41

    3.8 (4 2001).

    4 , 2001. , . . , .

  • - . 2007-2008

    2-42

    4.

    . ( ), . .

    JJJ Eo == (4.1)

    dxdHJ E = ( )

    sin==dxdzJ o ( )

    dx

    yzdJ )( += ( )

    2211 AVAVQ ==

    VVVAA === 2121 . , () ,

    0)( 12 ==++= VVQFFFF pxxgxx ; = 1

    0=pxF , )( xPF ox = )()sin()( xAgxAgF xgx == .

    ..

    ..

    (1) (2)

    g

    Fpx

    Fpx

    x

    x

    z y V

    2/2g

    V

    gx

  • - . 2007-2008

    2-43

    oo JxgAxgAxP )(sin)( == . x

    sin,/;sin)/( ==== ooo JPARgRJPAg , , . , ,

    o fc V f V= =2 2

    2 4 2.

    Darcy-Weisbach

    Eo JgV

    RfJ ==

    24

    2

    Vf

    g RJ E= 8 (4.2)

    R (R=A/P) . Darcy-Weisbach Moody, , D = 4R,

    = V R4 kD

    kR

    s s=4

    (4.3)

    Cf

    g= 8 (4.4)

    Chzy

    RJCV = . (4.5) , C , R m V m/s. H Chzy, , C . , (4.4) C , , C = C(f); f=f(ks/4R,). , . ks .

  • - . 2007-2008

    2-44

    ks (mm) ()

    0.15

    0.30 ,

    0.50 ,

    0.60 , ,

    1.50 - gunite

    2.40

    3.00

    4.20

    6.00

    4.1.

    , , Darcy Weisbach ( Moody). , Manning.

    1. Chzy

    V C RJ= J =

    R = (m)

    C =

    V = (m/s)

    , (4.4) C , , . .

    2. Kutter - Ganguilet

    Chzy C

  • - . 2007-2008

    2-45

    C J n

    JnR

    o

    o

    =+ +

    + +

    23 0 00155 1

    1 23 0 00155

    .

    . (4.6)

    Jo =

    R =

    n =

    3. Bazin

    Chzy

    C

    R

    =+87

    1 (4.7)

    =

    R =

    4. Manning

    Chzy C , ( R). , ks C , , . Manning (1885) Strickler , C C C=R1/6/n, n . Chzy

    Vn

    R J= 1 2 3 1 2/ / . (4.8)

    ( Manning n Manning, ) . Ven Te Chow n - Manning (. ). , R m, m/s. n, ( 1). , US (R ft V ft/s) 1 1.49. , .

  • - . 2007-2008

    2-46

    4.2

    Manning. m , m/s , m3/s , .

    ()

    byA = ybP 2+=

    PAR /= byVAVQ ==

    2/13/2

    2/13/2

    2/13/2

    2111 J

    ybby

    nJ

    PA

    nJR

    nbyQ

    AQV

    +=

    ====

    '

    5/3

    3/22/1 )2(

    1

    += ybJQn

    by (4.9)

    . , y, y1 (4.9). y = y1 , y1 (4.9) y2, ... y.

    ()

    yZybA )( += 212 ZybP ++=

    PAR /= AVQ =

    Manning

    2/1

    3/2

    2

    2/13/2

    2/13/2

    12

    )(111)(

    JZybyZyb

    nJ

    PA

    nJR

    nyZybQ

    AQV

    +++=

    ==+==

    y

    b

    b

    y Z 1

  • - . 2007-2008

    2-47

    ( ) 5/33/222/1 121 +++= ZybJQnZyby (4.10) .

    : (4.10) =0, (4.9) .

    ()

    [ ]2

    )2/cos(1 dy =

    8)sin( 2dA =

    2/dP =

    4sin1/ dPAR

    ==

    Manning

    2/13/22

    22/13/2

    2/8/)sin(1

    8/)sin(1 J

    dd

    ndQJR

    nAQV

    ====

    ,

    '

    22

    sin)2/(

    5/3

    3/8

    3/2

    2/1

    ++

    =dJ

    Qn (4.11)

    rad (). (4.11) .

    [ ])2/cos(12

    = dy . (4.12)

    4.1. , y/D.

    y, Manning

    2/13/13

    3/83/52/1

    3/222/13/2

    2)sin(

    4sin

    8)sin( J

    ndJd

    ndJR

    nAQ

    =

    == .

    (y = D)

    y d

  • - . 2007-2008

    2-48

    2/13/10

    3/82/1

    3/222/13/2

    244J

    ndJd

    ndJR

    nAQ full =

    == .

    nQQ

    full 2)sin( 3/5 =

    2)2/cos(1 =

    dy .

    .

    y/D 0.94, 7.5% .

    0.00.10.20.30.40.50.60.70.80.91.0

    0.0 0.2 0.4 0.6 0.8 1.0 1.2Q/Q_full

    y/D

    4.1 (Manning n = 0.015) :

    () 0.01, 0.001 7 m3/s .

    () .

    b=2.5m

  • - . 2007-2008

    2-49

    () (4.9)

    5/33/2

    2/1 )2(1

    += ybJQn

    by

    y = 1 m ' , . Q = 7.0 m3/s Jo = 0.01

    y b Z n Jo Q y1

    1.000 2.50 0.00 0.015 0.0100 7.00 0.752

    0.752 2.50 0.00 0.015 0.0100 7.00 0.717

    0.717 2.50 0.00 0.015 0.0100 7.00 0.712

    0.712 2.50 0.00 0.015 0.0100 7.00 0.712 y = 0.712 m.

    0.001 y = 1.663 m.

    () Froude . Fr > 1, . Fr < 1, . ( . yc > yo, . yc < yo, .)

    Froude

    FrVgD

    =

    V = Q/A D = A/T .

    Q B S yo V D Fr /

    (m3/s) (m) (m) (m2) (m) (m/s) (m)

    7.00 2.50 0.0100 0.71 1.78 2.50 3.93 0.71 1.489

    7.00 2.50 0.0010 1.66 4.16 2.50 1.68 1.66 0.417

    4.2 (Manning n = 0.015) :

    () 0.01, 0.001 7 m3/s .

    () .

  • - . 2007-2008

    2-50

    () , Manning (4.10)

    ( ) 5/33/222/1 121 +++= ZybJQnZyby y = 1 m ' , .

    Q = 7.0 m3/s Jo = 0.01

    y b Z n Jo Q y1

    1.000 2.50 1.00 0.015 0.0100 7.00 0.574

    0.574 2.50 1.00 0.015 0.0100 7.00 0.590

    0.590 2.50 1.00 0.015 0.0100 7.00 0.590

    y = 0.590 m.

    0.001 y = 1.135 m.

    () Q = 7.0 m3/s Jo = 0.01 y = 0.590 m

    = b+2Zy = 3.68m, A = (b+Zy)y = 1.82, D = A/T = 0.495m, V = Q/A = 3.85m/s

    1745.1 >==gDVFr , .

    , Q = 7.0 m3/s Jo = 0.001 y = 1.135 m

    = b+2Zy = 4.77m, A = (b+Zy)y = 4.13, D = A/T = 1.16m, V = Q/A = 1.70m/s

    1503.0

  • - . 2007-2008

    2-51

    1 Q d J n 2 yo

    3.142 0.1 0.6 0.005 0.016 2.688 0.300

    2.688 0.1 0.6 0.005 0.016 2.613 0.233

    2.613 0.1 0.6 0.005 0.016 2.597 0.222

    2.597 0.1 0.6 0.005 0.016 2.593 0.219

    2.593 0.1 0.6 0.005 0.016 2.592 0.219

    2.592 0.1 0.6 0.005 0.016 2.592 0.219

    ,

    y = 0.22 m.

    4.4 , (n-Manning=0.014) .

    Q1 Q2 0.01 0.001. = 0.20.

    () J = 0.01. . .

    H yV

    gK

    Vg

    y KV

    gcc c

    cc= + + = + +

    2 2 2

    2 21

    2( ) = 2.00 m.

    Fr VgD

    Vgy

    Vgy

    c

    c

    c

    c

    c

    c= = = =1 1

    2

    .

    Vc

    H yV

    gK

    Vg

    y Ky

    Ky

    cc c

    cc c= + + = + + = +

    2 2

    2 21

    23

    2( ) ( )

    yc

    b = 2.0m

    H = 2m Fr < 1

    Fr > 1

    yc

  • - . 2007-2008

    2-52

    y HKc

    = +2

    3( )= 1.25 m.

    H

    ( )y Qgb Q b gyc c= =2

    23 3

    1 2/= 8.754 m3/s.

    (4.9)

    yo = 0.98 < 1.25 m.

    .

    () J = 0.001. . .

    H yV

    gK

    Vg

    y KV

    g= + + = + +

    2 2 2

    2 21

    2( ) = 2.00 m.

    Manning

    2/13/21 JRn

    V = ,

    H y K R Jgn

    y K

    byb y

    J

    gn= + + = + + +

    ( ) ( )/

    /

    12

    12

    2

    4 3

    2

    4 3

    2 = 2.00 m.

    y K

    byb y

    J

    gny

    y= + +

    = +

    2 1

    22

    2 0 3121

    4 3

    2

    4 3

    ( ) .

    /

    /

    y = 1.826 m.

    Manning

    V = 1.688 m/s

    Q = 6.164 m3/s.

    To

    yc = 0.99 m < 1.826 m.

    o .

  • - . 2007-2008

    2-53

    4.5 (Manning n = 0.016) , , :

    () 0.01 0.0001 y=0.15 m, . .

    () 0.05 m3/s 0.005 m3/s y=0.10 m J. .

    () 0.05 m3/s 0.03 m3/s 0.01 0.0001.

    = y + 6y = 7y

    A = Ty/2 = 3.50 y2

    P = y (21/2 + (36 + 1)1/2) = 7.50 y

    R = A/P = 0.467 y

    D = A/T = 0.50 y

    () yo, J, n ( A, R) Manning

    2/13/2 JRnAAVQ ==

    Fr = 1,

    Fr VgD

    Qy

    g yy Q

    gc= = = =

    350050

    1350 050

    22 5

    .( . ) . .

    /

    .

    .

    1

    1 16

  • - . 2007-2008

    2-54

    yo Jo A P R V Q yc

    (m) (m) (m) (m) (m/s) (l/s) (m)

    0.15 0.0100 0.079 1.125 0.070 1.062 83.60 0.163 Y

    0.15 0.0010 0.079 1.125 0.070 0.336 26.44 0.103

    0.15 0.0001 0.079 1.125 0.070 0.106 8.36 0.065

    () Manning J, . .

    J n VR

    =2 2

    4 3/

    y A P R Q V Jo yc

    (m) (m) (m) (m) (l/s) (m/s) (m)

    0.1 0.035 0.75 0.047 5 0.143 0.0003 0.053

    0.1 0.035 0.75 0.047 50 1.429 0.0311 0.133 Y

    () , Manning y

    y nQJ

    = 350 0 467 2 3 1 2

    3 8

    . ( . ) / /

    /

    Q (l/s) n Jo y (m) Q (l/s) n Jo y (m) 50 0.016 0.0100 0.124 30 0.016 0.0100 0.102 50 0.016 0.0010 0.190 30 0.016 0.0010 0.157 50 0.016 0.0001 0.293 30 0.016 0.0001 0.242

    4.3. . , . () , Manning , .

  • - . 2007-2008

    2-55

    , (French5, 1994) .

    () n1, n2, .... n

    () A1, A2, .... A

    () P1, P2, .... P

    () V1, V2, .... V

    Ri = Ai /Pi

    Vn

    R Jn

    AP

    J11

    12 3 1 2

    1

    1

    1

    2 31 21 1= =

    / //

    /

    2/13/2

    2

    2

    2

    2/13/22

    22

    11 JPA

    nJR

    nV

    ==

    ...........................................

    Vn

    R Jn

    AP

    JNN

    NN

    N

    N

    = =

    1 12 3 1 22 3

    1 2/ //

    /

    Ai = A, Pi = P, R = A/P V = Q/A, R V . ne. Manning

    QJ

    PAne

    2/1

    3/2

    3/5

    =

    (1) Horton6 (1933), Einstein & Banks7 (1950)

    V1 = V2 = .... = V = V

    Manning (i)

    5 French, RH, 1994. Open-channel hydraulics. McGraw-Hill

    6 Horton, RE, 1933. Separate roughness coefficients for channel bottom and sides. Engineering News Record, vol. III, no. 22, Nov. 30, pp. 652-653.

    7 Einstein, HA, & Banks, RB, 1950. Fluid resistance of composite roughness. Trans. Am. Geoph. Union, vol. 31, no. 4, pp. 603-610.

    2 i

    N

    n1 P1

    n2 P2

    ni Pi

    nN PN

  • - . 2007-2008

    2-56

    iiiii

    i PnJVP

    JnV

    A 2/32/3

    2/1

    2/3

    2/1

    =

    =

    = (i)

    ==N

    iie PnJVPn

    JVA

    1

    2/32/3

    2/12/3

    2/3

    2/1

    ne

    nPn

    Pei i

    N

    =

    3 21

    2 3

    2 3

    //

    / (4.13)

    (2)

    F = F1 + F2 + .... + F

    nPn

    Pei i

    N

    = 2

    1 (4.14)

    (3)

    Q = Q1 + Q2 + .... + Q

    n PRPR

    n

    ei i

    i

    N= 5 3

    5 3

    1

    /

    / (4.15)

    (4) (US Army Corps of Engineers, Cox8, 1973), (.. )

    nA n

    Aei i

    N

    =

    1 (4.16)

    (5) Colebatch

    8 Cox, RG, 1973. Effective hydraulic roughness for channels having bed roughness different from bank

    roughness. Miscellaneous paper H-73-2, U.S. Army Engineers Waterways Experiment Station, Viksburg, MS.

  • - . 2007-2008

    2-57

    nA n

    Aei i

    N

    =

    3 21

    2 3

    2 3

    //

    / (4.17)

    4.4.

    . . , , , , , . .

    4.6 . .

    (1) ' () .

    R A abcdefghP abcdefgh

    = ( )( )

    , Vn

    R J= 1 2 3 1 2/ / Q = A V.

    (2) icdefj, ic fj ( ), abci jfgh ic fj .

    R A icdefjP icdefj

    = ( )( )

    , R A abciP abc1

    = ( )( )

    , R A jfghP fgh2

    = ( )( )

    Vn

    R J= 1 2 3 1 2/ / , Vn

    R J1 12 3 1 21= / / , V

    nR J2 2

    2 3 1 21= / /

    a

    b c

    d e

    f

    gh

    i j k

    ( )

    ( )

  • - . 2007-2008

    2-58

    Q = A V + 1V1 + A2V2.

    (3) (2) ic fj ( ic fj ).

    R A icdefjP cdef

    = ( )( )

    , R A abciP abc1

    = ( )( )

    , R A jfghP fgh2

    = ( )( )

    Vn

    R J= 1 2 3 1 2/ / , Vn

    R J1 12 3 1 21= / / , V

    nR J2 2

    2 3 1 21= / /

    2211 VAVAAVQ ++= . (4) abck, kcdefk kfgh kc kf.

    R A abcdefghP abcdefgho

    o

    o

    = ( )( )

    RA abck P abc A cdef P cdef A kfgh P fgh

    A abcdefgho o= + +

    15 3

    15 3

    25 3 3 2/ / / /( ) / ( ) ( ) / ( ) ( ) / ( )

    ( )

    Qn

    A R Jo o= 1 2 3 1 2/ / .

    4.7 100 m3/s, J=0.003 n = 0.02. .

    (y = 2.0 m, R = 10/9 m)

    Qn

    AR J m s= = =1 10 02

    10 10 9 0 003 29 382 3 1 2 2 3 1 2 2/ / / /.

    ( )( / ) ( . ) . /

    2.0 m.

    y,

    d

    a

    b c

    e

    f g

    hi j

    5 m 5 m 5 m

    2 m y

  • - . 2007-2008

    2-59

    Qn

    A R AR J= +1 2 1 12 3 2 3 1 2( )/ / /

    A1 = 5(y-2), P1 = (y-2) + 5, R1 = A1/P1, A = 5y, P = 2+2+5 = 9m, R = A/P.

    ( ) y = 3.236 m.

    65.50 m3/s 17.25 m3/s 4.05 m/s 2.79 m/s.

  • - . 2007-2008

    2-60

    5.

    (, , ) . (1) , (2) , (3) , (4) , (5) , PVC, . :

    ( n - Manning). ( ) .

    () .. . . 0.60 m/s, Shields.

    . , .

    . . . 1:Z, Z .

    1/5 1/10 , 1/2 1 1/4 1 3/2 2 - 3

  • - . 2007-2008

    2-61

    5.1

    F . . f . , .

    US Bureau of Reclamation (. ), F f Q.

    5.2

    . Manning

    Q AVn

    AR Jn

    AP

    J= = =1 12 3 1 25/3

    2 31 2/ /

    // (5.1)

    R Q Q . , ( Q) .

    , . Q,

    F f

  • - . 2007-2008

    2-62

    , ( .

    = (x1, x2, ... xn) (5.2)

    P = P (x1, x2, ... xn) (5.3)

    x1, x2, ... xn ( ).

    , dP = 0,

    dP Px

    dx Px

    dx Px

    dxn

    n= + + + =

    1 1 2 2 0... . (5.4)

    = o = ( ), dA = 0,

    dA Ax

    dx Ax

    dx Ax

    dxn

    n= + + + =

    1 1 2 2 0... . (5.5)

    (Lagrange )

    0

    ...222

    111

    =

    +

    +

    +

    =

    nnn

    dxxA

    xP

    dxxA

    xPdx

    xA

    xPdAdP

    (5.6)

    dxi0, n+1 n+1 x1, x2, ... xn .

    011

    =xA

    xP

    022

    =xA

    xP

    (5.7)

    .....

    Px

    Axn n

    = 0

    0= oAA , .. /xn 0, . Lagrange , x1, x2, ... xn.

  • - . 2007-2008

    2-63

    5.1 .

    yzybAA o )( +== 212 zybP ++=

    b P A( ) = 0 1 - y = 0 = 1/y (1)

    0)( = APy

    2 (1 + z2)1/2 - (b + 2zy) = 0 (2) z P A( ) = 0 2yz / (1 + z

    2)1/2 - y2 = 0 (3)

    (2) (3) (1)

    z = 31/2 /3 (= tan 30o)

    b = 2y/31/2

    E 23)( yyzybAA o =+==

    yzybP 3212 2 =++= 2// yPAR ==

    .

    5.3

    :

    (1) , n Jo.

    (2) Mannning

    2/13/2

    oJnQAR = ; Q =

    (3) A = A (y), R = R (y) b, z .

    (4) . y.

    (5) ..

    y=0.50A1/2 (y ft, A ft2 1ft = 0.3048m). b/y=4-z, .

    Y

    b

    z1

  • - . 2007-2008

    2-64

    (6) .

    (7) F f USBR (1ft = 0.3048 m, 1m3 = 35.31ft3).

    5.2 0.01, Manning 0.016 4m3/s. 6m/s.

    50% . ,

    y = b/2

    = by = b(0.50b) = 0.50b2

    P = b + 2y = 2b

    R = A/P = 0.25b

    8/3

    2/13/22/13/2

    22/13/2

    )25.0)(50.0(1)25.0(50.0

    ===

    JQnBJb

    nbJR

    nAQ

    b = 1.55 m.

    V = Q/A = 4/(0.5*1.552) = 3.44m/s < 6m/s = 3.10m.

    b = 1.50m. ( y = 0.80m, V = 3.32m/s < 6m/s P = 3.10m ).

    5.4

    , .

    () . . .

    () ( ) .

    PARgRJ oo /; === (5.8)

  • - . 2007-2008

    2-65

    Fortier Scobey9 (1926) .

    5.5 .

    n, Z maxV.

    (1) n J

    2/3

    2/1

    =AJnQR (5.9)

    (2) Q = AV A = Q/ maxV (3) R A y, b.

    (4) , .

    9 Fortier, S & Scobey, FC, 1926. Permissible canal velocities. Trans. ASCE, vol. 89, pp. 940-984.

  • - . 2007-2008

    2-66

    6. - ()

    6.1

    : (i) , (ii) (iii) .

    ( ), : (i) . () . (ii) JE , ( ) Manning

    J n VRE

    =2 2

    4 3/ . (6.1)

    , (i) J y = t, (ii) ( ) (iii) n ' .

    H z y Vg

    = + +2

    2 (6.2)

    H

    z

    y

    V

    g .

    x,

    dHdx

    dzdx

    dydx

    ddx

    Vg

    = + +

    2

    2. (6.3)

  • - . 2007-2008

    2-67

    = 1 . JE Jo

    dHdx

    J E= dzdx Jo=

    (. 3)

    dydx

    J JQ BgA

    o E= 1

    2

    3

    (6.4)

    Q.

    y , :

    dy/dx = 0 J = J ( )

    dy/dx > 0

    dy/dx < 0 .

    6.2

    , .

    ByB =)( = , (6.5) ByyA =)( , (6.6) yByP 2)( += (6.7)

    yBByyByAyR

    2)(/)()( +== . (6.8)

    ( > 5y), R(y) y . Chezy C

    3222

    22

    2

    2

    2

    )( yCBQ

    RCByQ

    RCVJ E === . (6.9)

    oooo JyCRJCV ==

    3222

    2/12/3

    ooooooooo yCB

    QJJBCyJyCByVAQ ==== . (6.10)

  • - . 2007-2008

    2-68

    3

    =

    yyJJ ooE (6.11)

    ,

    32322

    2 11 ccc

    c BgyQBgyQ

    gyVFr ==== (6.12)

    3

    2

    gABQ

    3

    3

    3

    3

    2

    )(

    ==

    yy

    BygBgy

    gABQ cc . (6.13)

    dydx

    J

    yy

    yy

    o

    o

    c

    =

    1

    1

    3

    3 . (6.14)

    : Manning, 10/3 3, .

    6.3 ()

    (Jo = -dz/dx > 0), (Jo = -dz/dx < 0) (Jo = -dz/dx = 0) .

    (Jo > 0) yo. Jc, , (yo = yc). (Jo > 0) :

    Jo < Jc, yo > yc . Jo = Jc, yo = yc . Jo > Jc, yo < yc .

    () ( ) .

  • - . 2007-2008

    2-69

    0 < Jo < Jc ( MILD = )

    Jo = Jc C ( CRITICAL = )

    Jo > Jc S ( SUPERCRITICAL = )

    Jo = 0 ( HORIZONTAL = )

    Jo < 0 A ( ADVERSE = )

    , , , . , . .

    6.1 .

    :

    1

    2

    3

    () . 2, (Jo < Jc) 2, (yc < y < yo).

    yc

    1

    2

    3

    yo

    Jo

  • - . 2007-2008

    2-70

    6.4 ()

    () () ( Jo 0, (6.14) dy/dx 0 y yo , .

    , y yc, (6.14) dy/dx , .

    (6.9) J V

    C yQ

    C B yE= =

    2

    2

    2

    2 2 3

    1 1 (6.15)

    . ( ) .

    dy/dx > 0 ( ) (12.9) .

    dy/dx < 0 ( ) (12.9) .

    6.5 .

    1. 0 < Jo < Jc (yo > yc): .

    yc < yo < y yc < y < yo y < yc < yo

    dy / dx > 0 dy / dx < 0 dy / dx > 0

    1 2 3

    yo y

    M1

    yoy

    M2

    yoy

    M3

  • - . 2007-2008

    2-71

    2. Jo = Jc (yo = yc), 2 : C.

    yc = yo < y yc = yo = y y < yc = yo

    dy / dx = Jo > 0 dy / dx = 0 dy / dx = Jo > 0

    C1 C2 C3

    3. 0 < Jc < Jo (yo < yc), S.

    yo < yc < y yo < y < yc y < yo < yc

    dy / dx > 0 dy / dx < 0 dy / dx > 0

    S1 S2 S3

    4. Jo = 0 (yo 1): H. (6.4) Jo = 0, ..

    2/1

    3

    2

    2

    3

    2 ;11

    =

    ==

    gABQFr

    FrJ

    gABQ

    Jdxdy EE . (6.16)

    Jo = JE = 0, dy / dx = 0 y = . JE 0 y > yc ( ) Fr < 1 dy / dx < 0

    .

    JE 0 y < yc ( ) Fr > 1 dy / dx > 0 .

    .

    ycy

    S2

    ycy

    S3

    yc y

    S1

    yo=y

    C1

    yo=y

    C3

    yo=y

    C2

  • - . 2007-2008

    2-72

    yc < y < y < yc dy / dx < 0 dy / dx > 0

    2 3

    5. Jo < 0 ( yo 1): .

    (6.4) Jo < 0, (JE > 0)

    2/1

    3

    2

    2

    3

    2 ;11

    =

    ==

    gABQFr

    FrJJ

    gABQ

    JJdxdy EoEo . (6.17)

    y > yc ( ) Fr < 1 dy / dx < 0 .

    y < yc ( ) Fr > 1 dy / dx > 0 .

    .

    yc < y y < yc

    dy / dx < 0 dy / dx > 0

    2 3

    : (1) (3) , (2) , .

    yc

    2

    yc

    3

    yc

    y =

    yc

    2

    yc

    3

    yc

  • - . 2007-2008

    2-73

    6.6 .

    . . :

    1. (J1 < Jc).

    1. J2 < J1 < Jc. y2 > y1. , y2 y1 1. , y1 (y < y2) y2 , 2 , 2 .

    2. J1 < J2 < Jc. y1 > y2. , y2 y1 2. , yo1 (y > y2) y2 , 1 , 1 .

    3. J1 < J2 = Jc. y1 > y2 = yc. , yc y1 2.

    4. J1 < Jc < J2. y1 > yc > y2 . , y1 y2 : 2 S2 , .

    5. J1 < Jc . y > yc. , , y = yc, y 2. yc < < yo, y yo 2. > yo, y yo 1.

    .

    : , , . , .. , n=0.025 n=0.014 (. 6.2).

  • - . 2007-2008

    2-74

    J2 < J1 < Jc

    yc < y1 < y2

    1

    J1 < J2 < Jc

    yc < y2 < y1

    2

    J1 < J2 = Jc

    yc = y2 < y1

    2

    J1 < Jc < J2

    y2 < yc < y1

    2

    S2

    J < Jc

    E > yo 1

    E yo 2

    yc y1 y2

    M1 y = yo2

    yc y1

    y2

    M2 y = y2

    M2

    yc y1

    y2=yc

    y = y2 = yc

    yc y1

    y2

    S2

    M2

    yc yo Hyc

    Hyo

  • - . 2007-2008

    2-75

    2. (J1 > Jc). 1. J1 > Jc > J2

    y1 < yc y2 > yc. , y1 y2 . y1 y2 y1 y2 .

    () y1 = y2, .

    () y1 < y2, , y1 y2 S1.

    () y1 > y2, , y1 y2 3.

    2. J1 > J2 = Jc

    y1 < y2 = yc. , y1 () yc C3.

    3. J1 > J2 > Jc

    y1 < y2 < yc. , y1 y2 S3.

    4. J1 < J2 > Jc

    yc > y1 > y2. , y1 y2 S2.

    5. J > Jc

    y < yc. , , y = y. y, S1. y < < yo, .

    . VT Chow 1.

  • - . 2007-2008

    2-76

    J2 < Jc < J1

    y1>y2 ( 3)

    y1 Jc

    E > y S1 E yo < < y

    < yo

    y = yc y1 yc

    y2=ycC3

    y = y1

    y = y2 y1 yc

    y2S3

    y = y1

    y1 yc

    y2

    S2 y = y1

    y yc H

  • - . 2007-2008

    2-77

    6.1 , (n-Manning=0.025) Q = 5 m3/s. :

    (1) .

    (2) .

    () . .

    Q Z n b Jo yc V yo

    5.00 1.00 0.025 2.00 0.0010 0.75 1.08 1.37

    5.00 1.00 0.025 2.00 0.0200 0.75 3.19 0.60

    5.00 1.00 0.025 2.00 0.0050 0.75 1.94 0.89

    ()

    J1 = 0.001 yo > yc (1.37 > 0.75) J2 = 0.02 yo < yc (0.60 < 0.75) S J3 = 0.005 yo > yc (0.89 > 0.75) E:

    J1 J2 ( ) y = yc = 0.75 m. 1 2.

    2 S2 () (0.60 m).

    2 3 , .

    J1=0.001

    J2=0.02

    yc

    J3=0.005

    M2

    S2y1o

    y2o y3o

    M3

    .

    y3

    b=2m

    1 1

  • - . 2007-2008

    2-78

    . y2 ( 2) y2 = 0.93 m > y3 = 0.89 m, . , , 3. y3 = 0.89 m.

    y 1,2 B(m) Z T (m) y_bar Q(m3/s) A (m2) V (m/s) M

    y2 = 0.60 2 1 3.21 0.2780 5.00 1.57 3.19 2.061

    y2= 0.93 2 1 3.85 0.4137 5.00 2.71 1.85 2.061

    y3 = 0.89 2 1 3.78 0.3993 5.00 2.57 1.94 2.018

    .

    6.2 b =3 m, , Jo = 0.005. (n = 0.030), , (n = 0.012). , ( n = 0.025).

    Q = 15 m3/s.

    () n . .

    (n = 0.030) (n = 0.012) (n = 0.025)

    M2

    S2.

    S1

    y3

    y1

    y2

    yc y2

  • - . 2007-2008

    2-79

    Q B Jo n yc V yo 15.00 3.00 0.00 0.005 0.030 1.366 2.20 2.27 15.00 3.00 0.00 0.005 0.012 1.366 4.40 1.14 15.00 3.00 0.00 0.005 0.025 1.366 2.54 1.97

    ()

    1 (n=0.030) yo > yc (2.27 > 1.37) 2 (n=0.012) yo < yc (1.14 < 1.37) S 3 (n=0.025) yo > yc (1.97 > 1.37) E:

    n1 n2 ( ) y=yc=1.37m. 1 2.

    2 S2 () (1.14m).

    2 3 , . . (3.25) y2 ( 2 ) y2 = 1.626m < y3 = 1.97m. , , ( S1). , 3 y3 = 1.97m.

  • - . 2007-2008

    2-80

    7.

    (Q = ) . (1) , (2) (3) , ' . , .

    . , Manning , .

    H z y Vg

    = + +2

    2 (7.1)

    H , z , y , V , g x

    dHdx

    dzdx

    dydx

    ddx

    Vg

    = + +

    2

    2 (7.2)

    Hx

    zx

    yx x

    Vg

    = + +

    2

    2. (7.3)

    y1

    y2

    V12/2g V22/2g

    ..

    z2 z1

    z

    x

    x

  • - . 2007-2008

    2-81

    EJxH = , oJxz = 12 yyy =

    . ,

    +

    =g

    Vg

    Vxx

    yyJJ Eo 221 21

    1

    22

    212 . (7.4)

    x 1 2. 1 2 x

    x E EJ J

    EJ Jo E o E

    = = 2 1 (7.5)

    g

    VyE iiii 2

    2

    += . (7.6)

    Manning

    3/422

    i

    iEi R

    VnJ = , (7.7)

    JJ J

    EE E= +1 2

    2. (7.8)

    (7.5) , y1 y2 x. .

    7.1 1. (Direct step method).

    . , , . (.. 1). ( ). , , . y x y. .

  • - . 2007-2008

    2-82

    H ( Chow) .

    1 2 3 4 5 6 7 8 9 10 11 12 13 y A R R4/3 V V2/2g E JE (JE1+JE2)/2 Jo-J x x 2.00 4.00 0.67 0.58 1.00 0.05097 2.05 0.00056 0.00

    -0.04735 0.00057 0.00043 -111.19

    1.95 3.90 0.66 0.58 1.03 0.05362 2.00 0.00059 -111.19

    1 , Y 2 , A 3 , R 4 R4/3 5 , V = Q/A 6

    7 (= 1 + 6 ) 8 , 9 Manning 10 , JE 11 Jo - JE

    12 (= 8 / 11 ) x = / (Jo - JE ) 13 , x

    7.1 L = 2 Km = 2 m Q = 4 m3/s Jo = 0.001. 0.50 m 2.00 m . . n = 0.018.

    : yc = 0.74m

    : y = 1.58m

    : V = 1.27m/s

    E 1 (yo = 1.57m < 2m) 2 (yo = 1.57m > 0.50m).

    : =2.00 m, 1.

  • - . 2007-2008

    2-83

    H , 2.00 m. (backwater curve), , 0.05m . , , yo = 1.57m.

    1 2 3 4 5 6 7 8 9 10 11 12 13

    y A R R4/3 V V2/2g E JE (JE1+JE2)/2 Jo-J x x 2.00 4.00 0.67 0.58 1.00 0.05097 2.05 0.00056 0.00

    -0.04735 0.00057 0.00043 -111.19

    1.95 3.90 0.66 0.58 1.03 0.05362 2.00 0.00059 -111.19

    -0.04714 0.00061 0.00039 -121.31

    1.90 3.80 0.66 0.57 1.05 0.05647 1.96 0.00063 -232.50

    -0.04691 0.00065 0.00035 -134.91

    1.85 3.70 0.65 0.56 1.08 0.05957 1.91 0.00067 -367.41

    -0.04664 0.00070 0.00030 -154.12

    1.80 3.60 0.64 0.55 1.11 0.06292 1.86 0.00072 -521.53

    -0.04635 0.00075 0.00025 -183.25

    1.75 3.50 0.64 0.55 1.14 0.06657 1.82 0.00077 -704.77

    -0.04603 0.00080 0.00020 -232.53

    1.70 3.40 0.63 0.54 1.18 0.07054 1.77 0.00083 -937.30

    -0.04566 0.00086 0.00014 -333.68

    1.65 3.30 0.62 0.53 1.21 0.07488 1.72 0.00090 -1270.98

    -0.04525 0.00093 0.00007 -658.16

    1.60 3.20 0.62 0.52 1.25 0.07964 1.68 0.00097 -1929.14

    -0.01797 0.00098 0.00002 -1039.51

    1.58 3.16 0.61 0.52 1.27 0.08167 1.66 0.00100 -2968.65

    Jo = 0.001 3000m.

    : =0.50 m, 2. , 0.50m

  • - . 2007-2008

    2-84

    1 2 3 4 5 6 7 8 9 10 11 12 13

    y A R R4/3 V V2/2g E JE (JE1+JE2)/2 Jo-J x x

    0.74 1.48 0.43 0.32 2.70 0.3723 1.11 0.00740 0.00

    0.01663 0.00631 -0.00531 -3.13

    0.84 1.68 0.46 0.35 2.38 0.28894 1.13 0.00523 -3.13

    0.04179 0.00454 -0.00354 -11.81

    0.94 1.88 0.48 0.38 2.13 0.23073 1.17 0.00385 -14.94

    0.05776 0.00340 -0.00240 -24.09

    1.04 2.08 0.51 0.41 1.92 0.18849 1.23 0.00294 -39.03

    0.06838 0.00263 -0.00163 -42.06

    1.14 2.28 0.53 0.43 1.75 0.15687 1.30 0.00231 -81.09

    0.07572 0.00208 -0.00108 -69.99

    1.24 2.48 0.55 0.45 1.61 0.13259 1.37 0.00185 -151.08

    0.08095 0.00169 -0.00069 -117.99

    1.34 2.68 0.57 0.48 1.49 0.11354 1.45 0.00152 -269.07

    0.08478 0.00139 -0.00039 -217.29

    1.44 2.88 0.59 0.50 1.39 0.09832 1.54 0.00126 -486.35

    0.08765 0.00116 -0.00016 -535.30

    1.54 3.08 0.61 0.51 1.30 0.08596 1.63 0.00106 -1021.65

    0.03570 0.00103 -0.00003 -1130.411.58 3.16 0.61 0.52 1.27 0.08167 1.66 0.00100 -2152.06

    Jo = 0.001 2200m. 2.00 0.50m . 2970 m 2150 m 2.00 m 0.50 m .

    0

    0.5

    1

    1.5

    2

    2.5

    3

    3.5

    4

    4.5

    5

    -3000.00

    -2750.00

    -2500.00

    -2250.00

    -2000.00

    -1750.00

    -1500.00

    -1250.00

    -1000.00

    -750.00

    -500.00

    -250.00

    0.00

    ()

    z, z

    +y (

    )

    H = 2.00m

    H = 0.50m

  • - . 2007-2008

    2-85

    7.2 2. (Standard step method).

    , . . .

    1 2 x ,

    HHH += 21 (7.9)

    Hg

    Vyzg

    Vyz +++=++22

    22

    222

    21

    111 . (7.10)

    Z = z + y (.. ). H 1 2 ( ),

    ef hhH += (7.11)

    ( ) 221 EEEf JJxJh +== . (7.12)

    "" 1 2,

    y1

    y2

    hehf

    2V22/2g

    1V12/2g

    xz1

    z2

    Z1 = z1+y1 Z2 = z2+y2

    Jox

    .. (EGL)

    z = 0

  • - . 2007-2008

    2-86

    ( )gVkhe 2/2= k ()

    k = 0 0.1 k 0.2 0.3 k = 0.5 . n Manning he = 0.

    ef hhgV

    Zg

    VZ +++=+

    22

    22

    22

    21

    11 . (8-13)

    . Z y, A, P, R, V . Manning

    J n VRE

    =2 2

    4 3/ . , . , .

    H .

    1

    2 Z

    3 , Y

    4 , A

    5

    6 V = Q/A

    7

    8 (= 2 + 7)

    9 , R = /

    10 JE Manning

    11 , JE

    12 x

  • - . 2007-2008

    2-87

    13 (= 11 x 12)

    14

    15

    (= 1* +13+14)

    . 7 , Z 2.

    7.2 Z = 2 Q=11.33 m3/s. b = 6.10 m, Jo=0.0016 n = 0.025. +184.40m, 725 m . 1.52 m .

    = 1.10 he = 0 ( ).

    yc = 0.68 m yo = 1.02 m < 1.52 m . 1. , . . 8 15 0.001m.

    1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

    Z y A P V V2/2g H R J (J1+J2)/2 x hf he H

    (m) (m) (m2) (m) (m/s) (m) (m) (m) (m) (m) (m) (m)

    0 184.40 1.52 13.89 12.90 0.82 0.04 184.44 1.08 0.00038 184.44

    47 184.42 1.46 13.21 12.64 0.86 0.04 184.46 1.04 0.00043 0.00041 47 0.02 0.00 184.46

    97 184.44 1.40 12.49 12.37 0.91 0.05 184.48 1.01 0.00051 0.00047 50 0.02 0.00 184.48

    150 184.46 1.34 11.78 12.10 0.96 0.05 184.51 0.97 0.0006 0.00055 53 0.03 0.00 184.51

    207 184.49 1.28 11.09 11.83 1.02 0.06 184.55 0.94 0.00071 0.00065 57 0.04 0.00 184.55

    272 184.54 1.22 10.42 11.56 1.09 0.07 184.60 0.90 0.00085 0.00078 65 0.05 0.00 184.60

    349 184.60 1.16 9.75 11.28 1.16 0.08 184.67 0.86 0.00103 0.00094 77 0.07 0.00 184.67

    * 1 = . 1 15 8.

  • - . 2007-2008

    2-88

    397 184.64 1.13 9.43 11.14 1.20 0.08 184.72 0.85 0.00113 0.00108 48 0.05 0.00 184.73

    457 184.71 1.10 9.10 11.01 1.24 0.09 184.80 0.83 0.00125 0.00119 60 0.07 0.00 184.80

    495 184.76 1.08 8.95 10.94 1.27 0.09 184.84 0.82 0.00131 0.00128 38 0.05 0.00 184.84

    542 184.82 1.07 8.79 10.88 1.29 0.09 184.91 0.81 0.00138 0.00134 47 0.06 0.00 184.91

    579 184.87 1.06 8.70 10.83 1.30 0.10 184.96 0.80 0.00142 0.0014 37 0.05 0.00 184.96

    625 184.93 1.05 8.60 10.79 1.32 0.10 185.03 0.80 0.00147 0.00144 46 0.07 0.00 185.03

    667 184.99 1.04 8.54 10.76 1.33 0.10 185.09 0.79 0.0015 0.00148 42 0.06 0.00 185.09

    725 185.08 1.04 8.47 10.74 1.34 0.10 185.18 0.79 0.00153 0.00152 57 0.09 0.00 185.18

    725 m 1.04 m.

    0+725 .

    182.50

    183.00

    183.50

    184.00

    184.50

    185.00

    185.50

    0 100 200 300 400 500 600 700 800

    X ()

    z, Z

    =z+y

    (

    )

    Z

    z (m)

    1 VT Chow (1979) .

    : (.. MS Excel), background, . .

  • - . 2007-2008

    2-89

    1 ( VT Chow, Open Channel Hydraulics, McGraw-Hill)

    1. VT CHOW ( )

  • - . 2007-2008

    2-90

    2. VT CHOW

    C.D.L. = Critical depth line =

    N.D.L. = Normal depth line =

  • - . 2007-2008

    2-91

    3. ( )

  • - . 2007-2008

    2-92

    4. ( ) -

  • - . 2007-2008

    2-93

    5.

    6.

  • - . 2007-2008

    2-94

  • - . 2007-2008

    2-95

    2

    1

    () = 2.00 m, Q = 5, 10, 15 m3/s.

    () z , 1.5, 2.25 3 m .

    () b , 1.5, 2.25 3 m .

    (a)

    E y QgA

    = +2

    22 M

    QgA

    yAQgA

    y A= + = +2 2

    2; = b y

    Q y.

    .

    0.00

    2.00

    4.00

    6.00

    8.00

    10.00

    0.00 2.00 4.00 6.00 8.00 10.00

    ()

    (

    )

    Q=5

    Series2

    Series3

    .

    0.00

    2.00

    4.00

    6.00

    8.00

    0.00 10.00 20.00 30.00 40.00 50.00

    ()

    (

    )

    Q=5

    Q=10

    Q=15

    z

    b B

  • - . 2007-2008

    2-96

    ()

    max z = E1 - min E.

    .

    Q y1 A1 V1=Q/By1 E1 min E max z

    5.00 1.50 3.00 1.67 1.64 1.29 0.35

    10.00 2.25 4.50 2.22 2.50 2.05 0.45

    15.00 3.00 6.00 2.50 3.32 2.68 0.63

    11 ByA = , 11 / AQV = , gVyE 2/2111 += 3/1

    2

    2

    2350.1min

    ==

    gbQyE c

    ()

    b QE gmin /

    = 32

    321

    3 2

    .

    Q y1 A1 V1=Q/By1 E1 bmin

    5.00 1.50 3.00 1.67 1.64 1.39

    10.00 2.25 4.50 2.22 2.50 1.48

    15.00 3.00 6.00 2.50 3.32 1.46

    2

    (Manning n = 0.016) :

    () 0.01 0.0001 y = 0.15 m, . .

    () 0.05 m3/s 0.005 m3/s y = 0.10 m J. .

    () 0.05 m3/s 0.03 m3/s 0.01 0.0001 .

    14 4

    1

    b=0.35m

  • - . 2007-2008

    2-97

    T = b + 2Zy = b + 0.50 y

    A = (b + 0.25 y) y

    P = b + 2y (1 + 0.252)1/2 = b + 2.06 y

    R = A/P

    D = A/T

    () yo, J, n ( A, R) Manning

    2/13/21= JRAn

    Q

    (Fr = 1)

    3

    2

    )2()(

    1c

    cc Zybg

    QZyb

    y ++= .

    .

    Jo Z A P R V Q yc

    () () () () () (/) (/) ()

    0.15 0.0100 0.250 0.35 0.058 0.659 0.088 1.238 71.97 0.157 Y

    0.15 0.0010 0.250 0.35 0.058 0.659 0.088 0.392 22.76 0.074

    0.15 0.0001 0.250 0.35 0.058 0.659 0.088 0.124 7.20 0.035

    () Manning J, . .

    J n VR

    =2 2

    4 3/

    A P R Q V Jo yc

    () () () () () (/) (/) ()

    0.1 0.35 0.038 0.556 0.067 5 0.13 0.0002 0.027

    0.1 0.35 0.038 0.556 0.067 50 1.33 0.0166 0.124 Y

    ()

  • - . 2007-2008

    2-98

    ( ) 5/33/222/1 121 +++= zybJQnzyby Q Z n Jo y

    (/) () ()

    50 0.25 0.016 0.35 0.0100 0.118

    50 0.25 0.016 0.35 0.0010 0.251

    50 0.25 0.016 0.35 0.0001 0.525

    30 0.25 0.016 0.35 0.0100 0.085

    30 0.25 0.016 0.35 0.0010 0.179

    30 0.25 0.016 0.35 0.0001 0.379

    3

    .

    () (2) D = 2.00 m .

    () (3) , d = 0.50 m .

    () (2) (3).

    : Q = 140 m3/s, B = 14 m y1 = 2.17 m. (1), (2) (3) . .

    () (1)

    D

    y3

    y2

    y1

    (1) (2) (3)

    d

  • - . 2007-2008

    2-99

    ( ) === 17.214/140/ 11 byQV 4.61 m/s. (1) (2)

    ( )D E E D yV

    gy V

    gy Q

    g by+ = + + = + = +1 2 1 1

    2

    222

    2

    2

    222 2 2

    .

    (2)

    y2 = 1.11 m.

    () (2) (3) F F F Q V Vpx x gx+ + = ( )3 2

    Fx 0, Fgx 0

    2)(

    2

    23

    22

    32dybgbygFFF pppx

    +== V2=Q/by2, V3=Q/by3

    =+=

    23

    22

    322 11

    2)(

    2 AAQ

    dybgbygFpx

    =+

    23

    223

    22 11

    2)(

    2 AAgQdybby

    =

    23

    22

    33

    32

    211

    222 AAgQbddA

    yAyA

    A y A y A d bd Qg A A2 2 3 3 3

    2 2

    3 221 1 =

    ; y

    y y y22

    33

    2 2= =,

    A y QgA

    A y QgA

    A d bd2 22

    23 3

    2

    33

    2

    2+ = + + + M M A d bd2 3 3

    2

    2= + +

    '

    y3 = 3.15 m.

    ()

    H H yV

    gd y

    Vg2 3 2

    22

    332

    2 2 = +

    + +

    V2 = Q/by2 = 9.01 m/s V3 = Q/by3 = 3.17 m/s

    2 - 3 = 5.25 - 4.16 = 1.08 m.

  • - . 2007-2008

    2-100

    4

    (d=4m):

    () 2m .

    () () ;

    () ;

    () () .

    : . Manning n = 0.016.

    () ,

    1===c

    c

    gDV

    gDVFr

    yc=2m.

    Ac = d2/8 = 2 = 6.28m2

    c = 4m

    Dc = Ac/Tc=0.5 = 1.57m

    == cc gDV 3.93m == cc AVQ 24.66m3/s. () () Manning

    PARJRn

    V /;1= 2/13/2 = ,

    Ac = d2/8 = 2 = 6.28m2

    Pc = d/2 = 2 = 6.28m

    Rc = 1m

    =2

    3/2

    =RnVJ c 0.0039.

    () . y,

    A = d2/8 + 6y = 2 = 6.28 + 6y

    2 m

    b = 6 m

    d = 4 m

  • - . 2007-2008

    2-101

    P = d/2 + 2y + 2 = 6.28 + 2(y+1)

    )1(228.6628.6++

    +=y

    yR

    Q1 = 3Q = 3x24.66 = 74m3/s, Manning

    2/13/2

    2/13/21 )0039.0()1(228.6

    628.6)628.6(016.01741=

    ++++=

    yyyJRA

    nQ ,

    y = 1.51m,

    y1 = 2 + 1.51 = 3.51m.

    ()

    A = d2/8 + 6y = 2 = 6.28 + 6 x 1.51 = 15.37m2

    = 6m

    D = A/T = 2.56m

    V = Q1/A = 4.82m/s

    196.056.282.4

  • - . 2007-2008

    2-102

    gDVFr = =0.62 < 1

    .

    () 3Q=58.94m3/s.

    . , b+H. Q1 Q2 ,

    ( )3/2223/2112/1213 RARAnJQQQ +=+= y

    1=y, P1=B+y, R1=By/(B+y)

    2=8+by, P2=7.83+y, R2=(8+by)/(7.83+y).

    y = 1.27m, 3.27m.

    6

    4:1 1:1 , Manning n = 0.016 0.8m3/s.

    () .

    () .

    () .

    .

    J2=0.02

    J3=0.002

    J1=0.0015

    4 1 1

    1

    1m

    2 S2

    3 1

    y=y3

    y=0.39m

    y=0.35m

    y=yc

  • - . 2007-2008

    2-103

    = y + 4y = 5y R = A/P = 0.451 y

    A = Ty/2 = 2.50 y2 D = A/T = 0.50 y

    P = y (21/2 + (16 + 1)1/2) = 5.537 y

    () Fr = 1,

    =

    ====

    5/22

    50.050.21

    )50.0(50.2

    gQy

    ygy

    Q

    gDVFr c 0.461m.

    () Manning

    8/3

    3/5

    3/2

    2/12/1

    3/2222/13/2

    )5.2()537.5(

    537.55.25.2

    =

    ===

    JnQyJ

    yy

    nyQJR

    nAAVQ .

    J1 = 0.0015 y1 = 0.571m > yc ( )

    J2 = 0.02 y2 = 0.351m < yc ( )

    J3 = 0.002 y3 = 0.541m > yc ( )

    () 1 2 , 2 S2.

    2 3 , . y2 y3.

    ( )2222 5.235.2 yygyQAygAQM +=+= . 2 = 2 y2 = 0.593m > y3 = 0.541m, . 3 = 3 y3 = 0.39m. 3 0.351m 0.39m .

    1m > y3 = 0.541m, 3 1.

    .

  • - . 2007-2008

    2-104

    7

    b=2m . Manning n=0.016, 10m3/s . L1 L2:

    (1) .

    (2) J3 = 0 y = 2.00m, .

    (3) L3 .

    (1) Fr = 1,

    =

    =

    3/1

    2

    2

    gbQyc 1.37m.

    (2) Manning

    == 2/13/2 JRnAAVQ .

    5/33/2

    2/1 )2(1

    += ybJQn

    by

    J1 = 0.003 y1 = 1.93m > yc ( )

    J2 = 0.02 y2 = 0.92m < yc ( )

    J3 = 0.00 y3 = > yc ( ) () 1 2 , 2 S2.

    J2=0.02 J3=0

    J1=0.003 y3=2.0m

    L3

    2

    S2

    S1 H2

  • - . 2007-2008

    2-105

    2 3 , . y2 y3.

    ( )byygbyQ

    AygAQ

    M2

    22

    +=+= .

    2 = 2 y2 = 1.943m < y3 = 2.0m, . 2 S1, 2 .

    .

    (3) , y=yc y = 2m . Q=10m3/s, b=2m, Jo=0, n=0.016:

    y A P R V E JE JE(bar) Jo-JE x

    1.37 2.7 4.73 0.58 3.66 2.049 0.00714 0.00

    1.40 2.8 4.80 0.58 3.57 2.050 0.001 0.00670 0.00692 -0.00692 -0.18 -0.18

    1.45 2.9 4.90 0.59 3.45 2.056 0.006 0.00613 0.00641 -0.00641 -0.93 -1.10

    1.50 3.0 5.00 0.60 3.33 2.066 0.010 0.00562 0.00587 -0.00587 -1.75 -2.85

    1.55 3.1 5.10 0.61 3.23 2.080 0.014 0.00517 0.00540 -0.00540 -2.60 -5.46

    1.60 3.2 5.20 0.62 3.13 2.098 0.017 0.00478 0.00497 -0.00497 -3.49 -8.95

    1.65 3.3 5.30 0.62 3.03 2.118 0.020 0.00442 0.00460 -0.00460 -4.41 -13.36

    1.70 3.4 5.40 0.63 2.94 2.141 0.023 0.00410 0.00426 -0.00426 -5.37 -18.73

    1.75 3.5 5.50 0.64 2.86 2.166 0.025 0.00382 0.00396 -0.00396 -6.35 -25.08

    1.80 3.6 5.60 0.64 2.78 2.193 0.027 0.00356 0.00369 -0.00369 -7.37 -32.46

    1.85 3.7 5.70 0.65 2.70 2.222 0.029 0.00333 0.00344 -0.00344 -8.43 -40.88

    1.90 3.8 5.80 0.66 2.63 2.253 0.031 0.00312 0.00322 -0.00322 -9.52 -50.40

    1.95 3.9 5.90 0.66 2.56 2.285 0.032 0.00292 0.00302 -0.00302 -10.64 -61.05

    2.00 4.0 6.00 0.67 2.50 2.319 0.033 0.00275 0.00284 -0.00284 -11.80 -72.85

    2m 73m .

  • - . 2007-2008

    2-106

    8

    3:1 1:1 , Manning n=0.014 . 0.55m:

    () .

    () .

    .

    = y + 3y = 4y

    A = Ty/2 = 2y2

    P = y (21/2 + (9 + 1)1/2) = 4.576y

    R = A/P = 0.437 y

    D = A/T = 0.50 y

    () , ( ) . Fr = 1,

    150.02

    55.01)50.0(

    25/2

    2

    =

    ===== Q

    gQy

    ygyQ

    gDVFr c m

    3/s.

    Manning 8/3

    2/12/1

    3/2222/13/2 868.0

    576.422

    =

    ===

    JnQyJ

    yy

    nyQJR

    nAAVQ

    J2=0.01 J3=0.0005

    J1=0.0010

    3 1 1

    1

    0.55m

    M2

    M2

    S2 S1

  • - . 2007-2008

    2-107

    J1 = 0.001 y1 = 0.699m > yc ( )

    J2 = 0.01 y2 = 0.454m < yc ( )

    J3 = 0.0005 y3 = 0.796m > yc ( y=yc )

    () 1 2 , 2 S2.

    2 3 , . y2 y3.

    ( )2222 232 yygyQAygAQM +=+= . 2 = 2 y2 = 0.663m < y3 = 0.796m, S1.

    2.

    .

    9

    , n = 0.016 500 m .

    Q . = 0.20.

    . ( ). H2 . = 2.0 . (x = -500 m)

    b = 1.0 m L= 500 m

    H= 2.0m

  • - . 2007-2008

    2-108

    H yV

    gK

    Vg

    y KV

    g= + + = + +

    2 2 2

    2 21

    2( ) .

    1 : Q = 1.0 m3/s, yc = (Q2/b2g)1/3 = 0.47 m.

    ( 2) = 1.31 m < 2.0 m (. ). Q > 1.0 m3/s.

    2 : Q = 1.5 m3/s, yc = (Q2/b2g)1/3 = 0.61 m.

    ( 2) = 1.66 m < 2.0 m (. ). Q > 1.5 m3/s.

    3 : Q = 2.0 m3/s.

    yc = (Q2/b2g)1/3 = 0.74 m.

    ( 2) = 2.00 m (. ). ( = 2.005 m).

    Q = 2.0 m3/s.

    H2

    : B=1m, Z=0, n=0.016, Jo=0

    1 Q=1m3/s

    y Q A P R V E JE JE(bar) Jo-JE x x

    0.47 1 0.467 1.93 0.24 2.14 0.701 0.0078 0

    0.57 1 0.567 2.13 0.27 1.76 0.726 0.02 0.0047 0.0062 -0.0062 -4.00 -4

    0.67 1 0.667 2.33 0.29 1.50 0.782 0.06 0.0031 0.0039 -0.0039 -14.53 -19

    0.77 1 0.767 2.53 0.30 1.30 0.854 0.07 0.0021 0.0026 -0.0026 -27.75 -46

    0.87 1 0.867 2.73 0.32 1.15 0.935 0.08 0.0016 0.0019 -0.0019 -43.71 -90

    0.97 1 0.967 2.93 0.33 1.03 1.022 0.09 0.0012 0.0014 -0.0014 -62.46 -152

    1.07 1 1.067 3.13 0.34 0.94 1.112 0.09 0.0009 0.0011 -0.0011 -84.06 -237

    1.17 1 1.167 3.33 0.35 0.86 1.205 0.09 0.0008 0.0009 -0.0009 -108.54 -345

    1.27 1 1.267 3.53 0.36 0.79 1.299 0.09 0.0006 0.0007 -0.0007 -135.94 -481

    1.28 1 1.280 3.56 0.36 0.78 1.311 0.01 0.0006 0.0006 -0.0006 -19.77 -501

    (1+k)V2/2g = 0.037

  • - . 2007-2008

    2-109

    2

    y Q A P R V E JE JE(bar) Jo-JE x x

    0.61 1.5 0.612 2.22 0.28 2.45 0.918 0.0086 0

    0.71 1.5 0.712 2.42 0.29 2.11 0.938 0.02 0.0058 0.0072 -0.0072 -2.79 -3

    0.81 1.5 0.812 2.62 0.31 1.85 0.986 0.05 0.0042 0.0050 -0.0050 -9.56 -12

    0.91 1.5 0.912 2.82 0.32 1.64 1.050 0.06 0.0031 0.0036 -0.0036 -17.53 -30

    1.01 1.5 1.012 3.02 0.33 1.48 1.124 0.07 0.0024 0.0028 -0.0028 -26.73 -57

    1.11 1.5 1.112 3.22 0.34 1.35 1.205 0.08 0.0019 0.0022 -0.0022 -37.18 -94

    1.21 1.5 1.212 3.42 0.35 1.24 1.290 0.09 0.0016 0.0017 -0.0017 -48.89 -143

    1.31 1.5 1.312 3.62 0.36 1.14 1.379 0.09 0.0013 0.0014 -0.0014 -61.88 -205

    1.41 1.5 1.412 3.82 0.37 1.06 1.470 0.09 0.0011 0.0012 -0.0012 -76.16 -281

    1.51 1.5 1.512 4.02 0.38 0.99 1.562 0.09 0.0009 0.0010 -0.0010 -91.75 -372

    1.61 1.5 1.612 4.22 0.38 0.93 1.656 0.09 0.0008 0.0009 -0.0009 -108.66 -481

    1.62 1.5 1.620 4.24 0.38 0.93 1.664 0.01 0.0008 0.0008 -0.0008 -9.36 -490

    (1+k)V2/2g = 0.052

    3

    y Q A P R V E JE JE(bar) Jo-JE x x

    0.74 2 0.742 2.48 0.30 2.70 1.112 0.0093 0

    0.89 2 0.892 2.78 0.32 2.24 1.148 0.04 0.0059 0.0076 -0.0076 -4.70 -5

    1.04 2 1.042 3.08 0.34 1.92 1.229 0.08 0.0040 0.0049 -0.0049 -16.47 -21

    1.19 2 1.192 3.38 0.35 1.68 1.335 0.11 0.0029 0.0035 -0.0035 -30.57 -52

    1.34 2 1.342 3.68 0.36 1.49 1.455 0.12 0.0022 0.0025 -0.0025 -47.05 -99

    1.49 2 1.492 3.98 0.37 1.34 1.583 0.13 0.0017 0.0019 -0.0019 -65.95 -165

    1.64 2 1.642 4.28 0.38 1.22 1.717 0.13 0.0014 0.0015 -0.0015 -87.30 -252

    1.79 2 1.792 4.58 0.39 1.12 1.855 0.14 0.0011 0.0012 -0.0012 -111.12 -363

    1.94 2 1.942 4.88 0.40 1.03 1.996 0.14 0.0009 0.0010 -0.0010 -137.45 -501

    (1+k)V2/2g =0.065

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