Yield From CA & Dam Design_3

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    Catchment area analysis for Jayakwadi Dam reservoir

    CATCHMENT AREA = 21,750 Km^2

    A = 2.18E+10 m^2= 2175000 Ha

    RAIN GAUGE DATA

    STN NO.

    RAINFALL

    "P" IN mm

    R1 600

    R2 710R3 823

    DETERMINATION OF AVERAGE ANNUAL RAINFALL

    1. ARITHMATIC MEAN METHOD

    Pmean = (P1+P2+P3.+Pn)/n

    = 711 mm

    2. WEIGHTED MEAN METHOD

    2.1 THIESEN POLYGON METHOD

    STN NO.RAINFALL

    "P" IN mmAREA Km

    2AREA m

    2

    R1 600 8451 8.45E+09

    R2 710 7302 7.3E+09

    R3 823 5997 6E+09

    Avg & Tot 711 21750 2.18E+10

    Pmean = (P1 X a1 + P2 X a2 + P3 X a3 + ...Pn X an)/A

    = 698 mm

    2.2 ISOHYTAL METHOD

    Isohyte m

    AREA

    Km^2

    AVERAGE

    RAINFALL

    625

    13435 637 5

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    Catchment area analysis for Jayakwadi Dam reservoir775

    7948 787.5

    800

    Pmean = (P1 X a1 + P2 X a2 + P3 X a3 + ...Pn X an)/A

    = 706 mm

    AVERAGE ANNUAL RAINFALL = MAXIMUM OF ABOVE THREE VALUES

    = 711 mm

    RUNOFF CALCULATIONS

    1.1 Inglis and DeSouza's Formula

    for ghat areas R = 0.85 P -305

    for Plains R = (P-178)xP/2540

    R = avg annual runoff in mm

    P = avg annual rainfall in mm

    for ghat areas

    R = 299.35 mm

    Volume = R x A = 6510862500 m^3

    = 6510.8625 Mm^31.2 Lacey's Formula

    R = P/(1+(3048/P)*(F/S))

    R = avg annual runoff in mm

    P = avg annual rainfall in mm

    F= monsoon duration factor

    S= catchment factor depends of class of catchment

    Cl D f hill d l i i h li l l i i

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    Catchment area analysis for Jayakwadi Dam reservoir

    R = P - (T/0.208)

    R = avg annual runoff in mm

    P = avg annual rainfall in mm

    T = mean annual temperature in degree Celcius = 30

    R = 566.7692 mm

    Volume = R x A = 1.2327E+10 m^3

    = 12327.2308 Mm^3

    MAXIMUM OR PEAK FLOOD DISCHARGE

    1. Dicken's Formula

    Q = C . A^(3/4)

    Q = maximum flood discharge in cumec

    A = catcment area in SQ Km

    C = Coeff. For different regions

    = 20 for western ghats

    Q = 35819.91 M3/S

    2. Ryve's Formula

    Q = C . A^(2/3)

    Q = maximum flood discharge in cumec

    A = catcment area in SQ Km

    C = Coeff. For different regions

    = 10 limited areas near hills

    Q = 17909.95 M

    3

    /S

    3. Inglis Formula

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    HYDROMET DIVISION

    INDIA METEOROLOGICAL DEPART

    DISTRICT RAINFALL (MM.) FOR LA

    District : AURANGABAD

    Note : (1) The District Rainfall(mm.)(R/F) shown below are the arithmatic averages of Rainfal

    YEAR JANUARY FEBRU MARCH APRIL MAY JUNE JULY AUGUST

    2007 0 0 0 1.8 0 134.1 162.8 123

    2008 0 39 39 1.8 0 73.5 88 123.9

    2009 0 0.1 0.1 0.5 14.1 34.3 181.3 129.8

    2010 27 19.2 19.2 0 2.5 158.6 246.3 252.6

    2011 0 3.1 3.1 1.4 3.7 57.5 187.3 209.2

    YearTotal Avg

    Rainfall

    2007 587

    2008 684

    2009 744

    2010 939

    2011 602

    Avg Rainfall 711

    .

    Annual Rainy Discharge Yield

    Av. Annual

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    Oct 87 4.20 3663 1E+09 1329

    Nov 14 1.00 2485 2E+08 215

    Dec 12 0.80 1692 1E+08 117

    Total 813.3 46.3 1E+10 12128

    Discharge

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    ENT

    T FIVE YEARS

    l of Stations under the District.

    SEPTEMBER OCTOBER NOVEMBER DECEMBER

    156 0 9.1 0

    314.4 40 3 0.6

    164.5 53.4 162.3 3.3

    107.4 45.6 78 0

    111 25.2 0 0

    Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

    l Rainfall (mm) 4 3 5 3 36 141 166 167 176 87 14 12

    0

    50

    100

    150

    200

    AnuualRainfallmm

    Av. Annual Rainfall (mm) Vs Month

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    Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

    m3/Sec 268 132 352 159 2876 3401 2734 2883 3647 3663 2485 1692

    0

    500

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    PROBLEM

    Check the stability of the gravity dam section shown in the accompanying figure

    for reservoir empty and reservoir full conditions. Neglect the seismic forces.

    Also find principal stress and shear at toe and heel of the dam(b) Check the stability of the dam section by consideribg seismic forces also assuming

    assuming constant value of the seismic coefficient alpha - 0.1 for entire dam both in

    horizontal as well as vertical directions.

    Take specific weight of concrete = 2.4 t/m3

    (23.544 kN/m3); coefficient of friction mue = 0.7

    and shear strength of concrete c = 14 kg/cm2

    (1373.4 kN/m2)

    b1 = 7.5 m

    b2 = 7 m

    b3 = 4.5 m

    b4 = 43.75 m

    b = 55.75 m

    H = 72 m

    H/3 = 24 m

    RL1 = 0 m

    RL2 = 45 m

    RL3 = 62.5 m

    RL4 = 72 m

    RL5 = 75 m

    H1 = 0 m

    H2 = 45 m

    H3 = 62.5 mH4 = 72 m

    H5 = 75 m

    c = 2.4 t/m3

    c = 23.544 N m

    w = 1 t/m3

    = 0.7

    c = 14 kg/cm2

    c = 140 t/m2

    1373 4 kN/2

    U1U

    b1

    b3

    H/3

    PH

    W2

    W1

    RL2

    RL4

    PV1

    PV2

    U

    RL1

    b2

    RL5

    H

    b1

    heel

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    Sr. No. Item Description & Dimension Vertical

    1 Weight of dam

    W1 = 1/2 x 45 x 4.5 x 2.4 243

    W2 = 7.5 x 75 x 2.4 1350

    W3 = 1/2 x 43.75 x 62.5 x 0.7 3281.25

    Sum V1 = 4874.25

    2 Water pressure

    PH = 1/2 x 72 x 72 x 1

    Pv1 = 4.5 x 27 x 1 121.5

    Pv2 = 1/2 x 4.5 x 45 x 1 101.25

    3 Uplift pressure

    U1 = 1/3 x 72 x 7 -168U2 = 1/2 x 2/3 x 72 x 7 -168

    U3 = 1/2 x 1/3 x 72 x 48.75 -585

    (a) Stability analysis

    Case I Reservoir empty condition

    M1 Where x is the dist. Of the point of intersection O' of the

    V1 resultant force with the base from the toe of the dam

    172646.4

    4874.25

    = 35.40 m

    2592.00

    x =

    =

    Sum V2 = 4176 2592Sum H1 =

    Horizontal

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    Vertical stress at the heel of the dam

    yU = (V1/b) x (1+(6e/b))

    = 158.2374 t/m2

    (compressive)

    Principal stress at the toe of the dam

    ID = yD . Sec2

    D

    tan D = 0.7

    Sec2

    D = 1.49

    ID = 24.7691 t/m2

    Principal stress at the toe of the dam

    IU = yU . Sec2

    U

    tan U = 0.1

    Sec2

    U = 1.01

    IU = 159.8198 t/m2

    Shear stress at the toe of the dam

    (yx)D = yD . tan D= 11.63649 t/m

    2

    Shear stress at the heel of the dam

    (yx)U = yU . tan U= 15.82374 t/m

    2

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    The dist. Of point O' from the mid-point of the base O, i.e. eccentrically is

    b - x

    2

    = 1/2 x 55.75 - 20.5

    = 7.375 m

    = -7.375 m ...use this value if above value is -ve

    Vertical stress at the toe of the dam

    yD = (V2/b) x (1+(6e/b))

    = 134.3602 t/m2 (compressive)

    Vertical stress at the heel of the dam

    yU = (V2/b) x (1-(6e/b))

    = 15.45143 t/m2

    (compressive)

    Principal stress at the toe of the dam

    ID = yD . Sec2

    D

    tan D = 0.7

    Sec2

    D = 1.49

    ID = 200.1967 t/m2

    Principal stress at the toe of the dam

    IU = yD . Sec2

    U -p.tan2

    U

    tan U = 0.1

    tan2

    U = 0 01

    e =

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    Shear stress at the heel of the dam

    (yx)U = -(yU - p). tan U

    = 5.654857 t/m2

    Factor of safety against overturning

    M1 (+ve)

    M1 (-ve)

    = 1.87

    Check : Since F.S.>1.5 the dam section is safe against overturning

    Factor of safety against sliding

    V2

    H1

    = 1.128

    Check : Since F1 > 1 the dam section is safe against sliding

    Shear friction factor

    V2 + bc

    H1

    = 4.138966

    Check : Since F2 > 4 the dam section is safe against sliding

    Table 1: Seismic forces and their moments

    Sr. No. Item Description & Dimension Vertical

    Inertialforce due to earthquake

    (a) Vertical acceleration

    F.S. =

    F1 =

    F2 =

    Forces (t/m)

    Horizontal

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    Sum V3 = 3688.575

    (a) Stability analysis by considering seismic forces

    Hydrodynamic pressure caused by horizontal acceleration due to earthquake

    4.5

    72

    = 0.0625

    = 3.576 degree

    Cm = 0.735(1-3.576/90)

    C = 0.706 at base

    The intensity of hydrodynamic pressure at the base

    pe = C wH4

    = 0.706 x 0.1 x 1 x 72

    = 5.0832 t/m2

    The horizontal componeent of the total hydrodynamic pressure acting per unit length of th

    Pe = 0.726 pe H4 ..(Zanger's formula)

    = 265.709 t/m

    The moment of Pe @ the toe of the dam

    Me = 0.299 pe (H4)2

    = 0.299 x 5.0832 x square(72)

    = 7879.041 t-m/m

    M3 Where x is the dist. Of the point of intersection O' of the

    V3 resultant force with the base from the toe of the dam

    48260.32

    3688.575

    = 13.10 m

    The dist. Of point O' from the mid-point of the base O, i.e. eccentrically isb - x

    2

    tan =

    Sum H2 =

    Since the height of the vertical portion of the upstream face of the dam is less than half the

    given by

    x =

    =

    e =

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    yU = (V3/b) x (1-(6e/b))

    = -39.0449 t/m2

    (tensile)

    Principal stress at the toe of the dam

    ID = yD . Sec2

    D

    ID = 255.342 t/m2 (compressive)

    Principal stress at the toe of the dam

    IU = yU . Sec2

    U -(p+pe).tan2

    U

    IU = -40.2114 t/m2 (tensile)Hence the dam section is unsafe

    Shear stress at the toe of the dam

    (yx)D = yD . tan D= 119.9594 t/m

    2

    Shear stress at the heel of the dam

    (yx)U = -*yU - (p+pe)]. tan U= 11.61281 t/m2

    Factor of safety against overturning

    M(+ve)

    M(-ve)

    = 1.35

    Check : Since F.S.

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    = 3.105

    Check : Since F2

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    ;

    3

    b4

    W3

    RL3

    D

    X1

    Y1

    toe

    O

    b

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    Anticlockwise

    (+ve) (t-m/m)

    clockwise (-

    ve) (t-m/m)Remarks

    52.75 12818.25

    47.50 64125

    29.17 95703.125

    Sum M1 = 172646.375

    24.00 62208.00

    53.5 6500.25

    54.25 5492.8125

    52.25 877853.42 8974

    32.5 19012.5

    Sum 184639.4375 98972.5

    Sum M2 =

    For Reservoir

    empty condition

    For Reservoir full

    condition

    Lever Arm

    from toe of

    dam (m)

    85667

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    Anticlockwise

    (+ve) (t-m/m)

    clockwise (-

    ve) (t-m/m)Remarks

    Lever Arm

    from toe of

    dam (m)

    Moment @ toe of dam

    Inertia force due to

    vertical acceleration is

    considered to act at

    the C.G. of the entire

    dam section and that

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    184639.4375 136379.12

    3345.13 Sum M3 = 48260.32

    dam

    Moments = been considered

    total height of the dam, the slope of the U/S face of the dam is

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    sile stress is substantial the dam is unsafe under seismic loading

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    PROBLEM

    Check the stability of the gravity dam section shown in the accompanying figure

    for reservoir empty and reservoir full conditions. Neglect the seismic forces.

    Also find principal stress and shear at toe and heel of the dam

    (b) Check the stability of the dam section by consideribg seismic forces also assuming

    assuming constant value of the seismic coefficient alpha - 0.1 for entire dam both in

    horizontal as well as vertical directions.

    Take specific weight of concrete = 2.4 t/m3

    (23.544 kN/m3); coefficient of friction mue = 0.7 ;

    and shear strength of concrete c = 14 kg/cm2

    (1373.4 kN/m2)

    Silt density for horizontal pressure= 1360 kg/m3

    & for vertical force = 1925 kg/m3

    b1 = 7.5 m c = 2.4 t/m3

    b2 = 7 m c = 23.544 kN/m3

    b3 = 4.5 m w = 1 t/m3

    b4 = 43.75 m SH

    = 1.36 t/m3

    b = 55.75 m SV = 1.925 t/m3

    H = 72 m = 0.7

    H/3 = 24 m c = 14 kg/cm2

    RL1 = 0 m c = 140 t/m2

    RL2 = 45 m c = 1373.4 kN/m2

    RL3 = 62.5 m X1 = 0.7

    RL4 = 72 m Y1 = 1

    RL5 = 75 m Seismic zone= I

    RL6 = 5 m Fetch, F = 20 kmRL7 = 6 m V = 100 km/hr

    H1 = 0 m

    H2 = 45 m

    H3 = 62.5 m

    H4 = 72 m

    H5 = 75 m

    HS = 5 m

    H' = 6 m

    Forces considered Requirements for stability1 Dead load, W1, W2, W3 1 Sliding of dam

    2 Reservoir loads, PH, PV1, PV2 2 Overturning of dam

    3 Tailwater loads, P'H 3 Over-stresses in dam & foundation material

    4 Uplift pressure, U1, U2, U3 Load combinations

    5 Earthquake forces, PE, VE, HE A Reservoir empty

    6 Silt pressures, PSH, PSV B Full reservoir + normal tailwater + normal uplift + normal silt

    7 Wave pressure, PW D Combination A + earthquake

    E Combination B + earthquake

    Load combination

    Inputs Inputs

    U2

    U1 U3

    b1

    b4b3

    H/3

    PH

    W3

    W2

    W1

    RL2

    RL4

    RL3PV1

    PV2

    U

    X1

    Y1

    RL1

    b2

    RL5

    H4=72

    b1

    O

    heel

    b=55.75

    wH

    wH w(H+(H-H')/3)

    PSHHS

    PSv

    PE

    VE

    HE

    PW 3Hw/8

    FB

    RL7

    R

    X

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    A Reservoir empty

    Table 1: Forces (Other than seismic) and their moments

    VerticalAnticlockwise

    (+ve) (t-m/m)

    Clockwise

    (-ve) (t-m/m)

    Weight of dam

    W1 = 1/2 x 4.5 x 45 x 2.4 243 52.75 12818.25

    W2 = 7.5 x 75 x 2.4 1350 47.50 64125

    W3 = 1/2 x 43.75 x 62.5 x 2.4 3281.25 29.17 95703.125

    4874.25 Sum M1 = 172646.375

    (a) Stability analysis

    Case I Reservoir empty condition

    M1 Where X is the dist. Of the point of intersection O' of the

    V1 resultant force with the base from the toe of the dam172646.38

    4874.25

    X = 35.40 m

    The dist. Of point O' from the mid-point of the base O, i.e. eccentrically is

    b - X

    2

    = 1/2 x 55.75 - 35.4

    = 27.875 - 35.4

    = -7.525 m should be < b/6= 7.525 m ...use this value if above value is -ve

    Check :

    Vertical stress at the toe of the dam

    yD = (V1/b) x (1-(6e/b))

    = 16.623556 t/m2

    (compressive)

    Vertical stress at the heel of the dam

    yU = (V1/b) x (1+(6e/b))

    = 158.23743 t/m2 (compressive)

    Principal stress at the toe of the dam

    ID = yD . Sec2

    D

    tan D = 0.7

    Sec2

    D = 1.49

    ID = 24.769098 t/m2

    Principal stress at the toe of the dam

    no tension

    Forces (t/m) Lever Arm

    from toe of

    dam (m)

    Moment @ toe of dam

    HorizontalRemarksDescription & DimensionItemSr. No.

    1

    Sum V1 =

    For Reservoir

    empty condition

    X =

    =

    e =

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    IU = yU . Sec2

    U

    tan U = 0.1

    Sec2

    U = 1.01

    IU = 159.81981 t/m2

    Shear stress at the toe of the dam

    (yx)D = yD . tan D

    = 11.636489 t/m2

    Shear stress at the heel of the dam

    (yx)U = yU . tan U

    = 15.823743 t/m2

    Load combination

    D Combination A + earthquake

    Seismic coefficient method

    = I 0

    Where,

    = Seismic coefficient

    = 1 soil-foundation system factor for dam

    I = 2 Importance factor for dams

    0 = 0.01 basic seismic coefficient

    = 0.02

    h = 1.5 x 0

    h = 0.03

    Horizontal inertia forces HE & M Vertical Inertia forces VE & M

    Y1 = 12.5 Y1 = 9.38

    F12.5= 6.251175 t F12.5= 4.69 t

    M12.5= 40.23999 t-m M12.5= 30.18 t-m

    Y2 = 37.5 Y2 = 28.13

    F37.5= 25.21051 t F37.5= 18.91 t

    M37.5= 408.72418 t-m M37.5= 306.54 t-m

    Y3 = 75 Y3 = 56.25F75= 49.951175 t F75= 37.46 t

    M75= 1978.9642 t-m M75= 1484.22 t-m

    Load combination

    D Combination A + earthquake

    Table 2:

    Vertical VEAnticlockwise

    (+ve) (t-m/m)

    Clockwise

    (-ve) (t-m/m)

    Sr. No. Item Description & Dimension

    Forces (t/m) Lever Arm

    from toe of

    dam (m)

    Moment @ toe of dam

    RemarksHorizontal HE

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    F75= Horizontal 1978.964152

    F75= Vertical 37.46 1484.223

    Sum V2 = 37.46 Sum H2= 49.9512 Sum M2 = 3463.187266

    Load combination A

    Sum V1 = 4874.25 Sum H1= 0 Sum M1 = 172646.375

    Load combination A +

    Inertia force due to

    earthquake

    Sum V3= 4911.71 Sum H3= 49.9512 Sum M3 = 176109.56

    (a) Stability analysis

    Case I Reservoir empty condition

    M3 Where X is the dist. Of the point of intersection O' of the

    V3 resultant force with the base from the toe of the dam176109.56

    4911.71

    X = 35.90 m

    The dist. Of point O' from the mid-point of the base O, i.e. eccentrically is

    b - X

    2

    = 1/2 x 55.75 - 35.9

    = 27.875 - 35.9

    = -8.025 m should be < b/6= 8.025 m ...use this value if above value is -ve

    Check :

    Vertical stress at the toe of the dam

    yD = (V3/b) x (1-(6e/b))

    = 12.010383 t/m2

    (compressive)

    Vertical stress at the heel of the dam

    yU = (V3/b) x (1+(6e/b))

    = 164.19458 t/m2 (compressive)

    Principal stress at the toe of the dam

    ID = yD . Sec2

    D

    tan D = 0.7

    Sec2

    D = 1.49

    ID = 17.895471 t/m2

    Principal stress at the toe of the dam

    2

    3

    For Reservoir

    empty condition

    49.951175

    Inertial force due to

    earthquake

    1

    X =

    =

    e =

    no tension

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    IU = yU . Sec2

    U

    tan U = 0.1

    Sec2

    U = 1.01

    IU = 165.83653 t/m2

    Shear stress at the toe of the dam

    (yx)D = yD . tan D

    = 8.4072683 t/m2

    Shear stress at the heel of the dam

    (yx)U = yU . tan U

    = 16.419458 t/m2

    Load combination

    B Full reservoir + normal tailwater + normal uplift + normal silt

    Table 3:

    VerticalAnticlockwise

    (+ve) (t-m/m)

    Clockwise

    (-ve) (t-m/m)

    Weight of dam

    W1 = 1/2 x 4.5 x 45 x 2.4 243 52.75 12818.25

    W2 = 7.5 x 75 x 2.4 1350 47.50 64125

    W3 = 1/2 x 43.75 x 62.5 x 2.4 3281.25 29.17 95703.125

    4874.25 Sum H1 = 0.00 Sum M1 = 172646.375 0

    Water pressure

    PH = 1/2 x 72 x 72 x 1 24.00 62208.00

    Pv1 = 4.5 x 27 x 1 121.5 53.5 6500.25

    Pv2 = 1/2 x 4.5 x 45 x 1 101.25 54.25 5492.8125

    222.75 Sum H2 = 2592.00 Sum M2 = 11993.0625 62208

    Uplift pressure

    U1 = 1/3 x 72 x 7 -168 52.25 8778

    U2 = 1/2 x 2/3 x 72 x 7 -168 53.42 8974

    U3 = 1/2 x 1/3 x 72 x 48.75 -585 32.5 19012.5

    -921 Sum H3 = 0.00 Sum M3 = 0 36764.5

    Tail water pressure

    P'H = 1/2 x 6 x 6 x 1 1.67 30.00

    P'V = 1/2 x 3.5 x 5 x 1 12.6 2.33 29.40

    12.6 Sum H4 = 18.00 Sum M4 = 59.4 0

    Silt pressure

    PSH = 1/2 x 5 x 5 x 1.36 1.67 28.33

    PSV = 1/2 x 0.9 x 5 x 1.925 4.33125 0.60 2.60

    4.33125 Sum H5 = 17.00 Sum M5 = 0 30.93208333

    Wave pressure

    Lever Arm

    from toe of

    dam (m)

    5 17.00

    Sum V5 =

    Moment @ toe of dam

    RemarksHorizontal

    Sum V1 =

    Reservoir full

    condition

    2592.002

    Sr. No. Item Description & Dimension

    Forces (t/m)

    Sum V2 =

    Sum V3 =

    4 18.00

    Sum V4 =

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    PW = 20 x W^2

    72.62 3912.09018

    0 Sum H6 = 53.87 Sum M6 = 3912.09018 0

    Sum 188610.9277 99003.43208

    4192.93125 Sum H7 = 2680.87 Sum M7 =

    Wave pressure calculation

    Height of waveHw = 0.032 x (V x F)^(1/2)+0.76-0.26 x F^(1/4)

    = 1.6412504 m

    (a) Stability analysis

    M7 Where x is the dist. Of the point of intersection O' of the

    V7 resultant force with the base from the toe of the dam

    89607

    4192.9313

    = 21.40 m

    The dist. Of point O' from the mid-point of the base O, i.e. eccentrically is

    b - x

    2

    = 1/2 x 55.75 - 21.4

    = 6.475 m

    = -6.475 m ...use this value if above value is -ve

    Check :

    Vertical stress at the toe of the dam

    yD = (V7/b) x (1+(6e/b))

    = 127.62012 t/m2

    (compressive)

    Vertical stress at the heel of the dam

    yU = (V7/b) x (1-(6e/b))

    = 22.798942 t/m2

    (compressive)

    Principal stress at the toe of the dam

    ID = yD . Sec2

    D

    tan D = 0.7Sec

    2D = 1.49

    ID = 190.15397 t/m2

    Principal stress at the toe of the dam

    IU = yD . Sec2

    U -p.tan2

    U

    tan U = 0.1

    tan2

    U = 0.01

    Sec2

    U = 1.01

    no tension

    89607

    53.87

    Sum V6 =

    Sum V7 =

    x =

    =

    e =

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    p = w.H

    = 72.00 t/m2

    ID = 22.306932 t/m2

    Shear stress at the toe of the dam

    (yx)D = yD . tan D

    = 89.334081 t/m2

    Shear stress at the heel of the dam

    (yx)U = -(yU - p). tan U

    = 4.9201058 t/m2

    Factor of safety against overturning

    M7 (+ve)

    M7 (-ve)

    = 1.91

    Check : Since F.S.>1.5 the dam section is safe against overturning

    Factor of safety against sliding

    V7

    H7

    = 1.095

    Check : Since F1 > 1 the dam section is safe against sliding

    Shear friction factor

    V7

    + bc

    H7

    = 4.0061755

    Check : Since F2 > 4 the dam section is safe against sliding

    Load combination

    E Combination B + earthquake

    Table 3:

    Vertical VEAnticlockwise

    (+ve) (t-m/m)

    Clockwise

    (-ve) (t-m/m)

    F75= Horizontal 1978.964152

    F75= Vertical 37.46 1484.223

    Sum V1 = 37.46 Sum H1 = 49.9512 Sum M1 = 0.00 3463.187266

    Forces (t/m) Lever Arm

    from toe of

    dam (m)

    Moment @ toe of dam

    49.951175

    Hydrodynamic Pressure 0.00 Sum H2= 265.709 Sum M2 = 0.00 7879.041

    Horizontal HESr. No. Item Description & Dimension

    1

    Inertial force due to

    earthquake

    PE =2

    The vertical

    component of

    the

    hydrodynamic

    pressure has not

    Remarks

    F.S. =

    F1 =

    F2 =

    S M

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    3 Sum V3 = 37.46 Sum H3 = 315.660 Sum M3 = 0.00 11342.23

    Sum V4 = 4192.93125 Sum H4 = 2680.87 Sum M4 = 188610.9277 99003.43

    Sum V5 = 4230.39 Sum H5 = 2996.53 Sum M5 = 188610.93 110345.66

    Sum M5 =

    (a) Stability analysis by considering seismic forces

    Hydrodynamic pressure caused by horizontal acceleration due to earthquake

    4.5

    72

    = 0.0625

    = 3.576 degree

    Cm = 0.735(1-3.576/90)

    C = 0.706 at base

    The intensity of hydrodynamic pressure at the base

    pe = C wH4

    = 0.706 x 0.1 x 1 x 72

    = 5.0832 t/m2

    The horizontal componeent of the total hydrodynamic pressure acting per unit length of the dam

    Pe = 0.726 pe H4 ..(Zanger's formula)

    = 265.70903 t/m

    The moment of Pe @ the toe of the damMe = 0.299 pe (H4)

    2

    = 0.299 x 5.0832 x square(72)

    = 7879.0413 t-m/m

    M5 Where x is the dist. Of the point of intersection O' of the

    V5 resultant force with the base from the toe of the dam

    78265.27

    4230.39

    = 18.50 m

    The dist. Of point O' from the mid-point of the base O, i.e. eccentrically is

    b - x

    2

    = 1/2 x 55.75 - 18.5

    = 9.375 m

    = -9.375 m ...use this value if above value is -ve

    Check :

    Vertical stress at the toe of the dam

    tension

    e =

    (Sum of forces and

    moments from table 1)

    Since the height of the vertical portion of the upstream face of the dam is less than half the total height of the dam, the slope of the U/S face of the

    dam is given by

    tan =

    x =

    =

    78265

    4

    5

    Combination B +

    earthquake

    (V /b) (1 (6 /b))

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    yD = (V5/b) x (1+(6e/b))

    = 152.44359 t/m2

    (compressive)

    Vertical stress at the heel of the dam

    yU = (V5/b) x (1-(6e/b))

    = -0.6805517 t/m2

    (tensile)

    Since the resultant does not fall within the middle third of the base and the value of thetensile stress is substantial the dam is unsafe under seismic loading

    Principal stress at the toe of the dam

    ID = yD . Sec2

    D

    ID = 227.14095 t/m2

    (compressive)

    Principal stress at the toe of the dam

    IU = yU . Sec2

    U -(p+pe).tan2

    U

    IU = -1.4633574 t/m2

    (tensile)

    Hence the dam section is unsafe

    Shear stress at the toe of the dam

    (yx)D = yD . tan D

    = 106.71051 t/m2

    Shear stress at the heel of the dam

    (yx)U = -*yU - (p+pe)]. tan U

    = 7.7763752 t/m2

    Factor of safety against overturning

    M(+ve)

    M(-ve)

    = 1.71

    Check : Since F.S.>1.5 the dam section is safe against overturning

    Factor of safety against sliding

    V5

    H5= 0.988

    Check : Since F1

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    D

    toe

    RL6

    H'P'H

    H'/3

    P'V

    x'

    wH'

    wH'

    b = 7.5 m Y1 = 12.5

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    b 7.5 m Y .5

    c = 2.4 t/m3

    x = 0.7

    H= 75 m F12.5(37.5-12.5) = 156.2794 t

    1/H = 0.013 m F37.5 = 6.251175+18.95933

    h = 0.03 F37.5 25.21051 t

    F12.5 6.251175 t M37.5 408.72 t-m

    M12.5 40.23999 t-m

    For the portion of the dam upto 10m below the top of the The moment of inertia force F10 about any point in the horizontal For the portion of the dam upto 50m belo

    dam the inertia force per unit length of the dam is given by section at 10m below the top of the dam is given by dam the inertia force per unit length of the

    12.5 12.5 37.5

    F12.5 = (1x7.5x dy)2.4 x (1-0.013y)0.03 M12.5 = (1x7.5x dy)2.4 x (1-0.013y)0.03(12.5- y) F37.5 = F12.5 + [1 x 7.5 + 0.7(y

    0 0 12.5

    dy y Equation Derivaive Area dy y Equation Derivaive Area dy y Equation Derivaive

    0.10 0.00 0.54 0.05 0.05 0.10 0.00 6.75 0.68 0.68 0.10 12.50 0.45

    0.10 0.54 -0.01 0.05 0.11 0.10 6.69 -0.63 0.67 1.34 12.60 0.46 0.04

    0.20 0.54 -0.01 0.05 0.16 0.20 6.62 -0.63 0.66 2.01 12.70 0.46 0.03

    0.30 0.54 -0.01 0.05 0.22 0.30 6.56 -0.62 0.66 2.66 12.80 0.46 0.03

    0.40 0.54 -0.01 0.05 0.27 0.40 6.50 -0.62 0.65 3.31 12.90 0.47 0.030.50 0.54 -0.01 0.05 0.32 0.50 6.44 -0.62 0.64 3.96 13.00 0.47 0.03

    0.60 0.54 -0.01 0.05 0.38 0.60 6.38 -0.62 0.64 4.59 13.10 0.47 0.03

    0.70 0.54 -0.01 0.05 0.43 0.70 6.31 -0.62 0.63 5.23 13.20 0.48 0.03

    0.80 0.53 -0.01 0.05 0.48 0.80 6.25 -0.62 0.63 5.85 13.30 0.48 0.03

    0.90 0.53 -0.01 0.05 0.54 0.90 6.19 -0.62 0.62 6.47 13.40 0.48 0.03

    1.00 0.53 -0.01 0.05 0.59 1.00 6.13 -0.61 0.61 7.08 13.50 0.49 0.03

    1.10 0.53 -0.01 0.05 0.64 1.10 6.07 -0.61 0.61 7.69 13.60 0.49 0.03

    1.20 0.53 -0.01 0.05 0.70 1.20 6.01 -0.61 0.60 8.29 13.70 0.49 0.03

    1.30 0.53 -0.01 0.05 0.75 1.30 5.95 -0.61 0.59 8.88 13.80 0.50 0.03

    1.40 0.53 -0.01 0.05 0.80 1.40 5.88 -0.61 0.59 9.47 13.90 0.50 0.031.50 0.53 -0.01 0.05 0.86 1.50 5.82 -0.61 0.58 10.06 14.00 0.50 0.03

    1.60 0.53 -0.01 0.05 0.91 1.60 5.76 -0.61 0.58 10.63 14.10 0.51 0.03

    1.70 0.53 -0.01 0.05 0.96 1.70 5.70 -0.60 0.57 11.20 14.20 0.51 0.03

    1.80 0.53 -0.01 0.05 1.01 1.80 5.64 -0.60 0.56 11.77 14.30 0.51 0.03

    1.90 0.53 -0.01 0.05 1.07 1.90 5.58 -0.60 0.56 12.32 14.40 0.52 0.03

    2.00 0.53 -0.01 0.05 1.12 2.00 5.52 -0.60 0.55 12.88 14.50 0.52 0.03

    2.10 0.53 -0.01 0.05 1.17 2.10 5.46 -0.60 0.55 13.42 14.60 0.52 0.03

    2.20 0.52 -0.01 0.05 1.22 2.20 5.40 -0.60 0.54 13.96 14.70 0.53 0.03

    2.30 0.52 -0.01 0.05 1.28 2.30 5.34 -0.60 0.53 14.50 14.80 0.53 0.03

    2.40 0.52 -0.01 0.05 1.33 2.40 5.28 -0.59 0.53 15.03 14.90 0.53 0.03

    2.50 0.52 -0.01 0.05 1.38 2.50 5.22 -0.59 0.52 15.55 15.00 0.54 0.03

    2.60 0.52 -0.01 0.05 1.43 2.60 5.17 -0.59 0.52 16.07 15.10 0.54 0.03

    2.70 0.52 -0.01 0.05 1.49 2.70 5.11 -0.59 0.51 16.58 15.20 0.54 0.03

    2.80 0.52 -0.01 0.05 1.54 2.80 5.05 -0.59 0.50 17.08 15.30 0.55 0.03

    2.90 0.52 -0.01 0.05 1.59 2.90 4.99 -0.59 0.50 17.58 15.40 0.55 0.03

    3.00 0.52 -0.01 0.05 1.64 3.00 4.93 -0.59 0.49 18.07 15.50 0.55 0.03

    3.10 0.52 -0.01 0.05 1.69 3.10 4.87 -0.58 0.49 18.56 15.60 0.56 0.03

    3.20 0.52 -0.01 0.05 1.74 3.20 4.81 -0.58 0.48 19.04 15.70 0.56 0.03

    3.30 0.52 -0.01 0.05 1.80 3.30 4.75 -0.58 0.48 19.52 15.80 0.56 0.03

    3.40 0.52 -0.01 0.05 1.85 3.40 4.70 -0.58 0.47 19.99 15.90 0.56 0.03

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    3.50 0.52 -0.01 0.05 1.90 3.50 4.64 -0.58 0.46 20.45 16.00 0.57 0.03

    3.60 0.51 -0.01 0.05 1.95 3.60 4.58 -0.58 0.46 20.91 16.10 0.57 0.03

    3.70 0.51 -0.01 0.05 2.00 3.70 4.52 -0.58 0.45 21.36 16.20 0.57 0.03

    3.80 0.51 -0.01 0.05 2.05 3.80 4.47 -0.58 0.45 21.81 16.30 0.58 0.03

    3.90 0.51 -0.01 0.05 2.11 3.90 4.41 -0.57 0.44 22.25 16.40 0.58 0.03

    4.00 0.51 -0.01 0.05 2.16 4.00 4.35 -0.57 0.44 22.68 16.50 0.58 0.03

    4.10 0.51 -0.01 0.05 2.21 4.10 4.29 -0.57 0.43 23.11 16.60 0.59 0.034.20 0.51 -0.01 0.05 2.26 4.20 4.24 -0.57 0.42 23.54 16.70 0.59 0.03

    4.30 0.51 -0.01 0.05 2.31 4.30 4.18 -0.57 0.42 23.95 16.80 0.59 0.03

    4.40 0.51 -0.01 0.05 2.36 4.40 4.12 -0.57 0.41 24.37 16.90 0.59 0.03

    4.50 0.51 -0.01 0.05 2.41 4.50 4.07 -0.57 0.41 24.77 17.00 0.60 0.03

    4.60 0.51 -0.01 0.05 2.46 4.60 4.01 -0.56 0.40 25.17 17.10 0.60 0.03

    4.70 0.51 -0.01 0.05 2.51 4.70 3.95 -0.56 0.40 25.57 17.20 0.60 0.03

    4.80 0.51 -0.01 0.05 2.56 4.80 3.90 -0.56 0.39 25.96 17.30 0.61 0.03

    4.90 0.51 -0.01 0.05 2.61 4.90 3.84 -0.56 0.38 26.34 17.40 0.61 0.03

    5.00 0.50 -0.01 0.05 2.66 5.00 3.79 -0.56 0.38 26.72 17.50 0.61 0.03

    5.10 0.50 -0.01 0.05 2.71 5.10 3.73 -0.56 0.37 27.10 17.60 0.61 0.03

    5.20 0.50 -0.01 0.05 2.77 5.20 3.68 -0.56 0.37 27.46 17.70 0.62 0.03

    5.30 0.50 -0.01 0.05 2.82 5.30 3.62 -0.55 0.36 27.83 17.80 0.62 0.03

    5.40 0.50 -0.01 0.05 2.87 5.40 3.56 -0.55 0.36 28.18 17.90 0.62 0.03

    5.50 0.50 -0.01 0.05 2.92 5.50 3.51 -0.55 0.35 28.53 18.00 0.63 0.03

    5.60 0.50 -0.01 0.05 2.97 5.60 3.45 -0.55 0.35 28.88 18.10 0.63 0.03

    5.70 0.50 -0.01 0.05 3.02 5.70 3.40 -0.55 0.34 29.22 18.20 0.63 0.03

    5.80 0.50 -0.01 0.05 3.07 5.80 3.35 -0.55 0.33 29.55 18.30 0.63 0.03

    5.90 0.50 -0.01 0.05 3.12 5.90 3.29 -0.55 0.33 29.88 18.40 0.64 0.03

    6.00 0.50 -0.01 0.05 3.17 6.00 3.24 -0.54 0.32 30.21 18.50 0.64 0.03

    6.10 0.50 -0.01 0.05 3.22 6.10 3.18 -0.54 0.32 30.52 18.60 0.64 0.03

    6.20 0.50 -0.01 0.05 3.26 6.20 3.13 -0.54 0.31 30.84 18.70 0.65 0.036.30 0.50 -0.01 0.05 3.31 6.30 3.07 -0.54 0.31 31.14 18.80 0.65 0.03

    6.40 0.50 -0.01 0.05 3.36 6.40 3.02 -0.54 0.30 31.45 18.90 0.65 0.03

    6.50 0.49 -0.01 0.05 3.41 6.50 2.97 -0.54 0.30 31.74 19.00 0.65 0.03

    6.60 0.49 -0.01 0.05 3.46 6.60 2.91 -0.54 0.29 32.03 19.10 0.66 0.03

    6.70 0.49 -0.01 0.05 3.51 6.70 2.86 -0.53 0.29 32.32 19.20 0.66 0.03

    6.80 0.49 -0.01 0.05 3.56 6.80 2.81 -0.53 0.28 32.60 19.30 0.66 0.03

    6.90 0.49 -0.01 0.05 3.61 6.90 2.75 -0.53 0.28 32.88 19.40 0.66 0.03

    7.00 0.49 -0.01 0.05 3.66 7.00 2.70 -0.53 0.27 33.15 19.50 0.67 0.03

    7.10 0.49 -0.01 0.05 3.71 7.10 2.65 -0.53 0.26 33.41 19.60 0.67 0.03

    7.20 0.49 -0.01 0.05 3.76 7.20 2.59 -0.53 0.26 33.67 19.70 0.67 0.037.30 0.49 -0.01 0.05 3.81 7.30 2.54 -0.53 0.25 33.92 19.80 0.67 0.03

    7.40 0.49 -0.01 0.05 3.86 7.40 2.49 -0.52 0.25 34.17 19.90 0.68 0.03

    7.50 0.49 -0.01 0.05 3.90 7.50 2.44 -0.52 0.24 34.42 20.00 0.68 0.03

    7.60 0.49 -0.01 0.05 3.95 7.60 2.38 -0.52 0.24 34.65 20.10 0.68 0.03

    7.70 0.49 -0.01 0.05 4.00 7.70 2.33 -0.52 0.23 34.89 20.20 0.68 0.03

    7.80 0.49 -0.01 0.05 4.05 7.80 2.28 -0.52 0.23 35.12 20.30 0.69 0.03

    7.90 0.48 -0.01 0.05 4.10 7.90 2.23 -0.52 0.22 35.34 20.40 0.69 0.02

    8.00 0.48 -0.01 0.05 4.15 8.00 2.18 -0.52 0.22 35.56 20.50 0.69 0.02

    8.10 0.48 -0.01 0.05 4.19 8.10 2.13 -0.51 0.21 35.77 20.60 0.69 0.02

    8.20 0.48 -0.01 0.05 4.24 8.20 2.07 -0.51 0.21 35.98 20.70 0.70 0.02

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    8.30 0.48 -0.01 0.05 4.29 8.30 2.02 -0.51 0.20 36.18 20.80 0.70 0.02

    8.40 0.48 -0.01 0.05 4.34 8.40 1.97 -0.51 0.20 36.38 20.90 0.70 0.02

    8.50 0.48 -0.01 0.05 4.39 8.50 1.92 -0.51 0.19 36.57 21.00 0.70 0.02

    8.60 0.48 -0.01 0.05 4.44 8.60 1.87 -0.51 0.19 36.76 21.10 0.71 0.02

    8.70 0.48 -0.01 0.05 4.48 8.70 1.82 -0.51 0.18 36.94 21.20 0.71 0.02

    8.80 0.48 -0.01 0.05 4.53 8.80 1.77 -0.50 0.18 37.11 21.30 0.71 0.02

    8.90 0.48 -0.01 0.05 4.58 8.90 1.72 -0.50 0.17 37.29 21.40 0.71 0.029.00 0.48 -0.01 0.05 4.63 9.00 1.67 -0.50 0.17 37.45 21.50 0.72 0.02

    9.10 0.48 -0.01 0.05 4.67 9.10 1.62 -0.50 0.16 37.61 21.60 0.72 0.02

    9.20 0.48 -0.01 0.05 4.72 9.20 1.57 -0.50 0.16 37.77 21.70 0.72 0.02

    9.30 0.47 -0.01 0.05 4.77 9.30 1.52 -0.50 0.15 37.92 21.80 0.72 0.02

    9.40 0.47 -0.01 0.05 4.82 9.40 1.47 -0.50 0.15 38.07 21.90 0.73 0.02

    9.50 0.47 -0.01 0.05 4.86 9.50 1.42 -0.50 0.14 38.21 22.00 0.73 0.02

    9.60 0.47 -0.01 0.05 4.91 9.60 1.37 -0.49 0.14 38.35 22.10 0.73 0.02

    9.70 0.47 -0.01 0.05 4.96 9.70 1.32 -0.49 0.13 38.48 22.20 0.73 0.02

    9.80 0.47 -0.01 0.05 5.01 9.80 1.27 -0.49 0.13 38.61 22.30 0.73 0.02

    9.90 0.47 -0.01 0.05 5.05 9.90 1.22 -0.49 0.12 38.73 22.40 0.74 0.02

    10.00 0.47 -0.01 0.05 5.10 10.00 1.17 -0.49 0.12 38.85 22.50 0.74 0.02

    10.10 0.47 -0.01 0.05 5.15 10.10 1.13 -0.49 0.11 38.96 22.60 0.74 0.02

    10.20 0.47 -0.01 0.05 5.19 10.20 1.08 -0.49 0.11 39.07 22.70 0.74 0.02

    10.30 0.47 -0.01 0.05 5.24 10.30 1.03 -0.48 0.10 39.17 22.80 0.75 0.02

    10.40 0.47 -0.01 0.05 5.29 10.40 0.98 -0.48 0.10 39.27 22.90 0.75 0.02

    10.50 0.47 -0.01 0.05 5.33 10.50 0.93 -0.48 0.09 39.36 23.00 0.75 0.02

    10.60 0.47 -0.01 0.05 5.38 10.60 0.88 -0.48 0.09 39.45 23.10 0.75 0.02

    10.70 0.46 -0.01 0.05 5.43 10.70 0.84 -0.48 0.08 39.54 23.20 0.75 0.02

    10.80 0.46 -0.01 0.05 5.47 10.80 0.79 -0.48 0.08 39.61 23.30 0.76 0.02

    10.90 0.46 -0.01 0.05 5.52 10.90 0.74 -0.48 0.07 39.69 23.40 0.76 0.02

    11.00 0.46 -0.01 0.05 5.57 11.00 0.69 -0.47 0.07 39.76 23.50 0.76 0.0211.10 0.46 -0.01 0.05 5.61 11.10 0.65 -0.47 0.06 39.82 23.60 0.76 0.02

    11.20 0.46 -0.01 0.05 5.66 11.20 0.60 -0.47 0.06 39.88 23.70 0.76 0.02

    11.30 0.46 -0.01 0.05 5.70 11.30 0.55 -0.47 0.06 39.94 23.80 0.77 0.02

    11.40 0.46 -0.01 0.05 5.75 11.40 0.51 -0.47 0.05 39.99 23.90 0.77 0.02

    11.50 0.46 -0.01 0.05 5.80 11.50 0.46 -0.47 0.05 40.03 24.00 0.77 0.02

    11.60 0.46 -0.01 0.05 5.84 11.60 0.41 -0.47 0.04 40.08 24.10 0.77 0.02

    11.70 0.46 -0.01 0.05 5.89 11.70 0.37 -0.46 0.04 40.11 24.20 0.77 0.02

    11.80 0.46 -0.01 0.05 5.93 11.80 0.32 -0.46 0.03 40.14 24.30 0.78 0.02

    11.90 0.46 -0.01 0.05 5.98 11.90 0.27 -0.46 0.03 40.17 24.40 0.78 0.02

    12.00 0.46 -0.01 0.05 6.02 12.00 0.23 -0.46 0.02 40.19 24.50 0.78 0.0212.10 0.46 -0.01 0.05 6.07 12.10 0.18 -0.46 0.02 40.21 24.60 0.78 0.02

    12.20 0.45 -0.01 0.05 6.12 12.20 0.14 -0.46 0.01 40.23 24.70 0.78 0.02

    12.30 0.45 -0.01 0.05 6.16 12.30 0.09 -0.46 0.01 40.24 24.80 0.79 0.02

    12.40 0.45 -0.01 0.05 6.21 12.40 0.05 -0.45 0.00 40.24 24.90 0.79 0.02

    12.50 0.45 -0.01 0.05 6.25 12.50 0.00 -0.45 0.00 40.24 25.00 0.79 0.02

    25.10 0.79 0.02

    25.20 0.79 0.02

    25.30 0.80 0.02

    25.40 0.80 0.02

    25.50 0.80 0.02

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    25.60 0.80 0.02

    25.70 0.80 0.02

    25.80 0.80 0.02

    25.90 0.81 0.02

    26.00 0.81 0.02

    26.10 0.81 0.02

    26.20 0.81 0.0226.30 0.81 0.02

    26.40 0.81 0.02

    26.50 0.82 0.02

    26.60 0.82 0.02

    26.70 0.82 0.02

    26.80 0.82 0.02

    26.90 0.82 0.02

    27.00 0.82 0.02

    27.10 0.83 0.02

    27.20 0.83 0.02

    27.30 0.83 0.02

    27.40 0.83 0.02

    27.50 0.83 0.02

    27.60 0.83 0.02

    27.70 0.84 0.02

    27.80 0.84 0.02

    27.90 0.84 0.02

    28.00 0.84 0.01

    28.10 0.84 0.01

    28.20 0.84 0.01

    28.30 0.84 0.0128.40 0.85 0.01

    28.50 0.85 0.01

    28.60 0.85 0.01

    28.70 0.85 0.01

    28.80 0.85 0.01

    28.90 0.85 0.01

    29.00 0.85 0.01

    29.10 0.86 0.01

    29.20 0.86 0.01

    29.30 0.86 0.0129.40 0.86 0.01

    29.50 0.86 0.01

    29.60 0.86 0.01

    29.70 0.86 0.01

    29.80 0.86 0.01

    29.90 0.87 0.01

    30.00 0.87 0.01

    30.10 0.87 0.01

    30.20 0.87 0.01

    30.30 0.87 0.01

    30 40 0 87 0 01

  • 7/31/2019 Yield From CA & Dam Design_3

    37/92

    30.40 0.87 0.01

    30.50 0.87 0.01

    30.60 0.87 0.01

    30.70 0.88 0.01

    30.80 0.88 0.01

    30.90 0.88 0.01

    31.00 0.88 0.0131.10 0.88 0.01

    31.20 0.88 0.01

    31.30 0.88 0.01

    31.40 0.88 0.01

    31.50 0.88 0.01

    31.60 0.89 0.01

    31.70 0.89 0.01

    31.80 0.89 0.01

    31.90 0.89 0.01

    32.00 0.89 0.01

    32.10 0.89 0.01

    32.20 0.89 0.01

    32.30 0.89 0.01

    32.40 0.89 0.01

    32.50 0.89 0.01

    32.60 0.89 0.01

    32.70 0.90 0.01

    32.80 0.90 0.01

    32.90 0.90 0.01

    33.00 0.90 0.01

    33.10 0.90 0.0133.20 0.90 0.01

    33.30 0.90 0.01

    33.40 0.90 0.01

    33.50 0.90 0.01

    33.60 0.90 0.01

    33.70 0.90 0.01

    33.80 0.90 0.01

    33.90 0.91 0.01

    34.00 0.91 0.01

    34.10 0.91 0.01

    34.20 0.91 0.01

    34.30 0.91 0.01

    34.40 0.91 0.01

    34.50 0.91 0.01

    34.60 0.91 0.01

    34.70 0.91 0.01

    34.80 0.91 0.01

    34.90 0.91 0.01

    35.00 0.91 0.01

    35.10 0.91 0.01

    35 20 0 91 0 01

  • 7/31/2019 Yield From CA & Dam Design_3

    38/92

    35.20 0.91 0.01

    35.30 0.91 0.01

    35.40 0.91 0.01

    35.50 0.92 0.01

    35.60 0.92 0.00

    35.70 0.92 0.00

    35.80 0.92 0.0035.90 0.92 0.00

    36.00 0.92 0.00

    36.10 0.92 0.00

    36.20 0.92 0.00

    36.30 0.92 0.00

    36.40 0.92 0.00

    36.50 0.92 0.00

    36.60 0.92 0.00

    36.70 0.92 0.00

    36.80 0.92 0.00

    36.90 0.92 0.00

    37.00 0.92 0.00

    37.10 0.92 0.00

    37.20 0.92 0.00

    37.30 0.92 0.00

    37.40 0.92 0.00

    37.50 0.92 0.00

    37.60 0.92 0.00

    37.70 0.92 0.00

    37.80 0.92 0.00

    37.90 0.92 0.0038.00 0.92 0.00

    38.10 0.92 0.00

    38.20 0.92 0.00

    38.30 0.92 0.00

    38.40 0.92 0.00

    38.50 0.92 0.00

    38.60 0.92 0.00

    38.70 0.92 0.00

    38.80 0.92 0.00

    38.90 0.92 0.00

    39.00 0.92 0.00

    39.10 0.92 0.00

    39.20 0.92 0.00

    39.30 0.92 0.00

    39.40 0.92 0.00

    39.50 0.92 0.00

    39.60 0.92 0.00

    39.70 0.92 0.00

    39.80 0.92 0.00

    39.90 0.92 0.00

    40 00 0 92 0 00

  • 7/31/2019 Yield From CA & Dam Design_3

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    40.00 0.92 0.00

    40.10 0.92 0.00

    40.20 0.92 0.00

    40.30 0.92 0.00

    40.40 0.92 0.00

    40.50 0.92 0.00

    40.60 0.92 0.0040.70 0.92 0.00

    40.80 0.92 0.00

    40.90 0.92 0.00

    41.00 0.92 0.00

    41.10 0.92 0.00

    41.20 0.92 0.00

    41.30 0.92 0.00

    41.40 0.92 0.00

    41.50 0.92 0.00

    41.60 0.92 0.00

    41.70 0.92 0.00

    41.80 0.92 0.00

    41.90 0.92 0.00

    42.00 0.92 0.00

    42.10 0.92 0.00

    42.20 0.92 0.00

    42.30 0.92 0.00

    42.40 0.92 0.00

    42.50 0.92 0.00

    42.60 0.92 0.00

    42.70 0.92 0.0042.80 0.92 0.00

    42.90 0.92 0.00

    43.00 0.92 0.00

    43.10 0.92 0.00

    43.20 0.92 0.00

    43.30 0.91 -0.01

    43.40 0.91 -0.01

    43.50 0.91 -0.01

    43.60 0.91 -0.01

    43.70 0.91 -0.01

    43.80 0.91 -0.01

    43.90 0.91 -0.01

    44.00 0.91 -0.01

    44.10 0.91 -0.01

    44.20 0.91 -0.01

    44.30 0.91 -0.01

    44.40 0.91 -0.01

    44.50 0.91 -0.01

    44.60 0.91 -0.01

    44.70 0.91 -0.01

    44.80 0.91 -0.01

  • 7/31/2019 Yield From CA & Dam Design_3

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    44.80 0.91 0.01

    44.90 0.90 -0.01

    45.00 0.90 -0.01

    45.10 0.90 -0.01

    45.20 0.90 -0.01

    45.30 0.90 -0.01

    45.40 0.90 -0.0145.50 0.90 -0.01

    45.60 0.90 -0.01

    45.70 0.90 -0.01

    45.80 0.90 -0.01

    45.90 0.90 -0.01

    46.00 0.90 -0.01

    46.10 0.89 -0.01

    46.20 0.89 -0.01

    46.30 0.89 -0.01

    46.40 0.89 -0.01

    46.50 0.89 -0.01

    46.60 0.89 -0.01

    46.70 0.89 -0.01

    46.80 0.89 -0.01

    46.90 0.89 -0.01

    47.00 0.89 -0.01

    47.10 0.89 -0.01

    47.20 0.88 -0.01

    47.30 0.88 -0.01

    47.40 0.88 -0.01

    47.50 0.88 -0.0147.60 0.88 -0.01

    47.70 0.88 -0.01

    47.80 0.88 -0.01

    47.90 0.88 -0.01

    48.00 0.88 -0.01

    48.10 0.87 -0.01

    48.20 0.87 -0.01

    48.30 0.87 -0.01

    48.40 0.87 -0.01

    48.50 0.87 -0.01

    48.60 0.87 -0.01

    48.70 0.87 -0.01

    48.80 0.87 -0.01

    48.90 0.87 -0.01

    49.00 0.86 -0.01

    49.10 0.86 -0.01

    49.20 0.86 -0.01

    49.30 0.86 -0.01

    49.40 0.86 -0.01

    49.50 0.86 -0.01

    49.60 0.86 -0.01

  • 7/31/2019 Yield From CA & Dam Design_3

    41/92

    49.70 0.85 -0.01

    49.80 0.85 -0.01

    49.90 0.85 -0.01

    50.00 0.85 -0.01

    50.10 0.85 -0.01

    50.20 0.85 -0.0150.30 0.85 -0.01

    50.40 0.84 -0.01

    50.50 0.84 -0.01

    50.60 0.84 -0.01

    50.70 0.84 -0.01

    50.80 0.84 -0.01

    50.90 0.84 -0.02

    51.00 0.84 -0.02

    51.10 0.83 -0.02

    51.20 0.83 -0.02

    51.30 0.83 -0.02

    51.40 0.83 -0.02

    51.50 0.83 -0.02

    51.60 0.83 -0.02

    51.70 0.82 -0.02

    51.80 0.82 -0.02

    51.90 0.82 -0.02

    52.00 0.82 -0.02

    52.10 0.82 -0.02

    52.20 0.82 -0.02

    52.30 0.81 -0.0252.40 0.81 -0.02

    52.50 0.81 -0.02

  • 7/31/2019 Yield From CA & Dam Design_3

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  • 7/31/2019 Yield From CA & Dam Design_3

    43/92

  • 7/31/2019 Yield From CA & Dam Design_3

    44/92

  • 7/31/2019 Yield From CA & Dam Design_3

    45/92

  • 7/31/2019 Yield From CA & Dam Design_3

    46/92

  • 7/31/2019 Yield From CA & Dam Design_3

    47/92

  • 7/31/2019 Yield From CA & Dam Design_3

    48/92

  • 7/31/2019 Yield From CA & Dam Design_3

    49/92

  • 7/31/2019 Yield From CA & Dam Design_3

    50/92

  • 7/31/2019 Yield From CA & Dam Design_3

    51/92

  • 7/31/2019 Yield From CA & Dam Design_3

    52/92

    Y1 = 12.5

    x = 0.7

    F12.5(75-12.5) = 390.6984 t

    2 F75 6 251175 43 7

  • 7/31/2019 Yield From CA & Dam Design_3

    53/92

    2 F75 = 6.251175+43.7

    F75 49.95118 t

    M75 1978.964 t-m

    the top of the The moment of inertia force F50 about any point in the horizontal For the portion of the dam upto 50m below the top odam is given by section at 50m below the top of the dam is given by dam the inertia force per unit length of the dam is giv

    37.5 75

    -12.5)] dy x2.4 x (1-0.013y)0.03 M37.5 = M12.5 +F12.5(37.5-12.5) + [1 x 7.5 + 0.7(y-12.5)] dy x2.4 x (1-0.013y)0.03(37.5 - y) F75 = F12.5 + [1 x 7.5 + 0.7(y-12.5)] dy

    12.5 12.5

    Area dy y Equation Derivaive Area dy y Equation Derivaive Area

    0.05 0.05 0.10 12.50 11.31 1.13 1.13 0.10 12.50 0.45 0.05

    0.05 0.09 12.60 11.35 0.42 1.13 2.27 12.60 0.46 0.04 0.05

    0.05 0.14 12.70 11.39 0.41 1.14 3.40 12.70 0.46 0.03 0.05

    0.05 0.18 12.80 11.43 0.40 1.14 4.55 12.80 0.46 0.03 0.05

    0.05 0.23 12.90 11.47 0.39 1.15 5.69 12.90 0.47 0.03 0.05

    0.05 0.28 13.00 11.51 0.38 1.15 6.85 13.00 0.47 0.03 0.05

    0.05 0.32 13.10 11.54 0.37 1.15 8.00 13.10 0.47 0.03 0.05

    0.05 0.37 13.20 11.58 0.36 1.16 9.16 13.20 0.48 0.03 0.05

    0.05 0.42 13.30 11.62 0.35 1.16 10.32 13.30 0.48 0.03 0.05

    0.05 0.47 13.40 11.65 0.34 1.16 11.48 13.40 0.48 0.03 0.05

    0.05 0.52 13.50 11.68 0.33 1.17 12.65 13.50 0.49 0.03 0.05

    0.05 0.57 13.60 11.71 0.32 1.17 13.82 13.60 0.49 0.03 0.05

    0.05 0.61 13.70 11.75 0.31 1.17 15.00 13.70 0.49 0.03 0.05

    0.05 0.66 13.80 11.78 0.30 1.18 16.18 13.80 0.50 0.03 0.05

    0.05 0.71 13.90 11.81 0.29 1.18 17.36 13.90 0.50 0.03 0.05

    0.05 0.77 14.00 11.83 0.28 1.18 18.54 14.00 0.50 0.03 0.050.05 0.82 14.10 11.86 0.27 1.19 19.73 14.10 0.51 0.03 0.05

    0.05 0.87 14.20 11.89 0.26 1.19 20.91 14.20 0.51 0.03 0.05

    0.05 0.92 14.30 11.91 0.25 1.19 22.11 14.30 0.51 0.03 0.05

    0.05 0.97 14.40 11.94 0.24 1.19 23.30 14.40 0.52 0.03 0.05

    0.05 1.02 14.50 11.96 0.23 1.20 24.50 14.50 0.52 0.03 0.05

    0.05 1.07 14.60 11.98 0.22 1.20 25.69 14.60 0.52 0.03 0.05

    0.05 1.13 14.70 12.00 0.21 1.20 26.89 14.70 0.53 0.03 0.05

    0.05 1.18 14.80 12.02 0.21 1.20 28.10 14.80 0.53 0.03 0.05

    0.05 1.23 14.90 12.04 0.20 1.20 29.30 14.90 0.53 0.03 0.05

    0.05 1.29 15.00 12.06 0.19 1.21 30.51 15.00 0.54 0.03 0.050.05 1.34 15.10 12.08 0.18 1.21 31.72 15.10 0.54 0.03 0.05

    0.05 1.39 15.20 12.10 0.17 1.21 32.93 15.20 0.54 0.03 0.05

    0.05 1.45 15.30 12.11 0.16 1.21 34.14 15.30 0.55 0.03 0.05

    0.05 1.50 15.40 12.13 0.15 1.21 35.35 15.40 0.55 0.03 0.05

    0.06 1.56 15.50 12.14 0.14 1.21 36.56 15.50 0.55 0.03 0.06

    0.06 1.61 15.60 12.16 0.13 1.22 37.78 15.60 0.56 0.03 0.06

    0.06 1.67 15.70 12.17 0.12 1.22 39.00 15.70 0.56 0.03 0.06

    0.06 1.73 15.80 12.18 0.11 1.22 40.21 15.80 0.56 0.03 0.06

    0.06 1.78 15.90 12.19 0.10 1.22 41.43 15.90 0.56 0.03 0.06

    0.06 1.84 16.00 12.20 0.10 1.22 42.65 16.00 0.57 0.03 0.06

    0.06 1.90 16.10 12.21 0.09 1.22 43.87 16.10 0.57 0.03 0.06

    0.06 1.95 16.20 12.22 0.08 1.22 45.10 16.20 0.57 0.03 0.06

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    0.06 1.95 16.20 12.22 0.08 1.22 45.10 16.20 0.57 0.03 0.06

    0.06 2.01 16.30 12.22 0.07 1.22 46.32 16.30 0.58 0.03 0.06

    0.06 2.07 16.40 12.23 0.06 1.22 47.54 16.40 0.58 0.03 0.06

    0.06 2.13 16.50 12.23 0.05 1.22 48.76 16.50 0.58 0.03 0.06

    0.06 2.19 16.60 12.24 0.04 1.22 49.99 16.60 0.59 0.03 0.06

    0.06 2.25 16.70 12.24 0.03 1.22 51.21 16.70 0.59 0.03 0.06

    0.06 2.30 16.80 12.24 0.02 1.22 52.44 16.80 0.59 0.03 0.06

    0.06 2.36 16.90 12.24 0.02 1.22 53.66 16.90 0.59 0.03 0.06

    0.06 2.42 17.00 12.25 0.01 1.22 54.88 17.00 0.60 0.03 0.06

    0.06 2.48 17.10 12.25 0.00 1.22 56.11 17.10 0.60 0.03 0.06

    0.06 2.54 17.20 12.24 -0.01 1.22 57.33 17.20 0.60 0.03 0.06

    0.06 2.60 17.30 12.24 -0.02 1.22 58.56 17.30 0.61 0.03 0.06

    0.06 2.67 17.40 12.24 -0.03 1.22 59.78 17.40 0.61 0.03 0.06

    0.06 2.73 17.50 12.24 -0.03 1.22 61.01 17.50 0.61 0.03 0.06

    0.06 2.79 17.60 12.23 -0.04 1.22 62.23 17.60 0.61 0.03 0.06

    0.06 2.85 17.70 12.23 -0.05 1.22 63.45 17.70 0.62 0.03 0.060.06 2.91 17.80 12.22 -0.06 1.22 64.67 17.80 0.62 0.03 0.06

    0.06 2.97 17.90 12.21 -0.07 1.22 65.89 17.90 0.62 0.03 0.06

    0.06 3.04 18.00 12.21 -0.08 1.22 67.12 18.00 0.63 0.03 0.06

    0.06 3.10 18.10 12.20 -0.08 1.22 68.34 18.10 0.63 0.03 0.06

    0.06 3.16 18.20 12.19 -0.09 1.22 69.55 18.20 0.63 0.03 0.06

    0.06 3.23 18.30 12.18 -0.10 1.22 70.77 18.30 0.63 0.03 0.06

    0.06 3.29 18.40 12.17 -0.11 1.22 71.99 18.40 0.64 0.03 0.06

    0.06 3.35 18.50 12.16 -0.12 1.22 73.20 18.50 0.64 0.03 0.06

    0.06 3.42 18.60 12.14 -0.12 1.21 74.42 18.60 0.64 0.03 0.06

    0.06 3.48 18.70 12.13 -0.13 1.21 75.63 18.70 0.65 0.03 0.06

    0.06 3.55 18.80 12.12 -0.14 1.21 76.84 18.80 0.65 0.03 0.06

    0.07 3.61 18.90 12.10 -0.15 1.21 78.05 18.90 0.65 0.03 0.07

    0.07 3.68 19.00 12.09 -0.16 1.21 79.26 19.00 0.65 0.03 0.07

    0.07 3.74 19.10 12.07 -0.16 1.21 80.47 19.10 0.66 0.03 0.07

    0.07 3.81 19.20 12.05 -0.17 1.21 81.67 19.20 0.66 0.03 0.07

    0.07 3.88 19.30 12.03 -0.18 1.20 82.88 19.30 0.66 0.03 0.07

    0.07 3.94 19.40 12.02 -0.19 1.20 84.08 19.40 0.66 0.03 0.07

    0.07 4.01 19.50 12.00 -0.19 1.20 85.28 19.50 0.67 0.03 0.07

    0.07 4.08 19.60 11.98 -0.20 1.20 86.48 19.60 0.67 0.03 0.07

    0.07 4.14 19.70 11.96 -0.21 1.20 87.67 19.70 0.67 0.03 0.07

    0.07 4.21 19.80 11.93 -0.22 1.19 88.87 19.80 0.67 0.03 0.070.07 4.28 19.90 11.91 -0.22 1.19 90.06 19.90 0.68 0.03 0.07

    0.07 4.35 20.00 11.89 -0.23 1.19 91.25 20.00 0.68 0.03 0.07

    0.07 4.41 20.10 11.86 -0.24 1.19 92.43 20.10 0.68 0.03 0.07

    0.07 4.48 20.20 11.84 -0.25 1.18 93.62 20.20 0.68 0.03 0.07

    0.07 4.55 20.30 11.81 -0.25 1.18 94.80 20.30 0.69 0.03 0.07

    0.07 4.62 20.40 11.79 -0.26 1.18 95.98 20.40 0.69 0.02 0.07

    0.07 4.69 20.50 11.76 -0.27 1.18 97.15 20.50 0.69 0.02 0.07

    0.07 4.76 20.60 11.73 -0.28 1.17 98.33 20.60 0.69 0.02 0.07

    0.07 4.83 20.70 11.71 -0.28 1.17 99.50 20.70 0.70 0.02 0.07

    0.07 4.90 20.80 11.68 -0.29 1.17 100.66 20.80 0.70 0.02 0.07

    0.07 4.97 20.90 11.65 -0.30 1.16 101.83 20.90 0.70 0.02 0.07

    0.07 5.04 21.00 11.62 -0.30 1.16 102.99 21.00 0.70 0.02 0.07

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    55/92

    0.07 5.11 21.10 11.59 -0.31 1.16 104.15 21.10 0.71 0.02 0.07

    0.07 5.18 21.20 11.55 -0.32 1.16 105.30 21.20 0.71 0.02 0.07

    0.07 5.25 21.30 11.52 -0.32 1.15 106.46 21.30 0.71 0.02 0.07

    0.07 5.32 21.40 11.49 -0.33 1.15 107.61 21.40 0.71 0.02 0.07

    0.07 5.39 21.50 11.45 -0.34 1.15 108.75 21.50 0.72 0.02 0.07

    0.07 5.47 21.60 11.42 -0.34 1.14 109.89 21.60 0.72 0.02 0.07

    0.07 5.54 21.70 11.38 -0.35 1.14 111.03 21.70 0.72 0.02 0.07

    0.07 5.61 21.80 11.35 -0.36 1.13 112.17 21.80 0.72 0.02 0.07

    0.07 5.68 21.90 11.31 -0.37 1.13 113.30 21.90 0.73 0.02 0.07

    0.07 5.76 22.00 11.28 -0.37 1.13 114.42 22.00 0.73 0.02 0.07

    0.07 5.83 22.10 11.24 -0.38 1.12 115.55 22.10 0.73 0.02 0.07

    0.07 5.90 22.20 11.20 -0.38 1.12 116.67 22.20 0.73 0.02 0.07

    0.07 5.98 22.30 11.16 -0.39 1.12 117.78 22.30 0.73 0.02 0.07

    0.07 6.05 22.40 11.12 -0.40 1.11 118.90 22.40 0.74 0.02 0.07

    0.07 6.12 22.50 11.08 -0.40 1.11 120.00 22.50 0.74 0.02 0.070.07 6.20 22.60 11.04 -0.41 1.10 121.11 22.60 0.74 0.02 0.07

    0.07 6.27 22.70 11.00 -0.42 1.10 122.21 22.70 0.74 0.02 0.07

    0.07 6.35 22.80 10.95 -0.42 1.10 123.30 22.80 0.75 0.02 0.07

    0.07 6.42 22.90 10.91 -0.43 1.09 124.39 22.90 0.75 0.02 0.07

    0.07 6.50 23.00 10.87 -0.44 1.09 125.48 23.00 0.75 0.02 0.07

    0.08 6.57 23.10 10.82 -0.44 1.08 126.56 23.10 0.75 0.02 0.08

    0.08 6.65 23.20 10.78 -0.45 1.08 127.64 23.20 0.75 0.02 0.08

    0.08 6.72 23.30 10.73 -0.45 1.07 128.71 23.30 0.76 0.02 0.08

    0.08 6.80 23.40 10.69 -0.46 1.07 129.78 23.40 0.76 0.02 0.08

    0.08 6.87 23.50 10.64 -0.47 1.06 130.85 23.50 0.76 0.02 0.08

    0.08 6.95 23.60 10.59 -0.47 1.06 131.91 23.60 0.76 0.02 0.08

    0.08 7.03 23.70 10.55 -0.48 1.05 132.96 23.70 0.76 0.02 0.08

    0.08 7.10 23.80 10.50 -0.48 1.05 134.01 23.80 0.77 0.02 0.08

    0.08 7.18 23.90 10.45 -0.49 1.04 135.06 23.90 0.77 0.02 0.08

    0.08 7.26 24.00 10.40 -0.50 1.04 136.10 24.00 0.77 0.02 0.08

    0.08 7.33 24.10 10.35 -0.50 1.03 137.13 24.10 0.77 0.02 0.08

    0.08 7.41 24.20 10.30 -0.51 1.03 138.16 24.20 0.77 0.02 0.08

    0.08 7.49 24.30 10.25 -0.51 1.02 139.19 24.30 0.78 0.02 0.08

    0.08 7.57 24.40 10.19 -0.52 1.02 140.20 24.40 0.78 0.02 0.08

    0.08 7.64 24.50 10.14 -0.52 1.01 141.22 24.50 0.78 0.02 0.08

    0.08 7.72 24.60 10.09 -0.53 1.01 142.23 24.60 0.78 0.02 0.080.08 7.80 24.70 10.04 -0.54 1.00 143.23 24.70 0.78 0.02 0.08

    0.08 7.88 24.80 9.98 -0.54 1.00 144.23 24.80 0.79 0.02 0.08

    0.08 7.96 24.90 9.93 -0.55 0.99 145.22 24.90 0.79 0.02 0.08

    0.08 8.04 25.00 9.87 -0.55 0.99 146.21 25.00 0.79 0.02 0.08

    0.08 8.12 25.10 9.82 -0.56 0.98 147.19 25.10 0.79 0.02 0.08

    0.08 8.20 25.20 9.76 -0.56 0.98 148.17 25.20 0.79 0.02 0.08

    0.08 8.28 25.30 9.70 -0.57 0.97 149.14 25.30 0.80 0.02 0.08

    0.08 8.36 25.40 9.65 -0.57 0.96 150.10 25.40 0.80 0.02 0.08

    0.08 8.44 25.50 9.59 -0.58 0.96 151.06 25.50 0.80 0.02 0.08

    0.08 8.52 25.60 9.53 -0.58 0.95 152.01 25.60 0.80 0.02 0.08

    0.08 8.60 25.70 9.47 -0.59 0.95 152.96 25.70 0.80 0.02 0.08

    0.08 8.68 25.80 9.41 -0.59 0.94 153.90 25.80 0.80 0.02 0.08

  • 7/31/2019 Yield From CA & Dam Design_3

    56/92

    0.08 8.76 25.90 9.35 -0.60 0.94 154.84 25.90 0.81 0.02 0.08

    0.08 8.84 26.00 9.29 -0.60 0.93 155.77 26.00 0.81 0.02 0.08

    0.08 8.92 26.10 9.23 -0.61 0.92 156.69 26.10 0.81 0.02 0.08

    0.08 9.00 26.20 9.17 -0.61 0.92 157.61 26.20 0.81 0.02 0.08

    0.08 9.08 26.30 9.11 -0.62 0.91 158.52 26.30 0.81 0.02 0.08

    0.08 9.16 26.40 9.04 -0.62 0.90 159.42 26.40 0.81 0.02 0.08

    0.08 9.24 26.50 8.98 -0.63 0.90 160.32 26.50 0.82 0.02 0.08

    0.08 9.33 26.60 8.92 -0.63 0.89 161.21 26.60 0.82 0.02 0.08

    0.08 9.41 26.70 8.85 -0.64 0.89 162.10 26.70 0.82 0.02 0.08

    0.08 9.49 26.80 8.79 -0.64 0.88 162.98 26.80 0.82 0.02 0.08

    0.08 9.57 26.90 8.73 -0.65 0.87 163.85 26.90 0.82 0.02 0.08

    0.08 9.65 27.00 8.66 -0.65 0.87 164.71 27.00 0.82 0.02 0.08

    0.08 9.74 27.10 8.59 -0.66 0.86 165.57 27.10 0.83 0.02 0.08

    0.08 9.82 27.20 8.53 -0.66 0.85 166.43 27.20 0.83 0.02 0.08

    0.08 9.90 27.30 8.46 -0.67 0.85 167.27 27.30 0.83 0.02 0.080.08 9.99 27.40 8.39 -0.67 0.84 168.11 27.40 0.83 0.02 0.08

    0.08 10.07 27.50 8.33 -0.68 0.83 168.94 27.50 0.83 0.02 0.08

    0.08 10.15 27.60 8.26 -0.68 0.83 169.77 27.60 0.83 0.02 0.08

    0.08 10.24 27.70 8.19 -0.68 0.82 170.59 27.70 0.84 0.02 0.08

    0.08 10.32 27.80 8.12 -0.69 0.81 171.40 27.80 0.84 0.02 0.08

    0.08 10.40 27.90 8.05 -0.69 0.81 172.21 27.90 0.84 0.02 0.08

    0.08 10.49 28.00 7.98 -0.70 0.80 173.00 28.00 0.84 0.01 0.08

    0.08 10.57 28.10 7.91 -0.70 0.79 173.80 28.10 0.84 0.01 0.08

    0.08 10.66 28.20 7.84 -0.71 0.78 174.58 28.20 0.84 0.01 0.08

    0.08 10.74 28.30 7.77 -0.71 0.78 175.36 28.30 0.84 0.01 0.08

    0.08 10.83 28.40 7.70 -0.71 0.77 176.13 28.40 0.85 0.01 0.08

    0.08 10.91 28.50 7.63 -0.72 0.76 176.89 28.50 0.85 0.01 0.08

    0.08 11.00 28.60 7.56 -0.72 0.76 177.65 28.60 0.85 0.01 0.08

    0.09 11.08 28.70 7.48 -0.73 0.75 178.39 28.70 0.85 0.01 0.09

    0.09 11.17 28.80 7.41 -0.73 0.74 179.14 28.80 0.85 0.01 0.09

    0.09 11.25 28.90 7.34 -0.73 0.73 179.87 28.90 0.85 0.01 0.09

    0.09 11.34 29.00 7.26 -0.74 0.73 180.60 29.00 0.85 0.01 0.09

    0.09 11.42 29.10 7.19 -0.74 0.72 181.31 29.10 0.86 0.01 0.09

    0.09 11.51 29.20 7.11 -0.74 0.71 182.03 29.20 0.86 0.01 0.09

    0.09 11.59 29.30 7.04 -0.75 0.70 182.73 29.30 0.86 0.01 0.09

    0.09 11.68 29.40 6.96 -0.75 0.70 183.43 29.40 0.86 0.01 0.090.09 11.77 29.50 6.89 -0.76 0.69 184.12 29.50 0.86 0.01 0.09

    0.09 11.85 29.60 6.81 -0.76 0.68 184.80 29.60 0.86 0.01 0.09

    0.09 11.94 29.70 6.74 -0.76 0.67 185.47 29.70 0.86 0.01 0.09

    0.09 12.02 29.80 6.66 -0.77 0.67 186.14 29.80 0.86 0.01 0.09

    0.09 12.11 29.90 6.58 -0.77 0.66 186.79 29.90 0.87 0.01 0.09

    0.09 12.20 30.00 6.51 -0.77 0.65 187.44 30.00 0.87 0.01 0.09

    0.09 12.29 30.10 6.43 -0.78 0.64 188.09 30.10 0.87 0.01 0.09

    0.09 12.37 30.20 6.35 -0.78 0.63 188.72 30.20 0.87 0.01 0.09

    0.09 12.46 30.30 6.27 -0.78 0.63 189.35 30.30 0.87 0.01 0.09

    0.09 12.55 30.40 6.19 -0.79 0.62 189.97 30.40 0.87 0.01 0.09

    0.09 12.63 30.50 6.11 -0.79 0.61 190.58 30.50 0.87 0.01 0.09

    0.09 12.72 30.60 6.03 -0.79 0.60 191.18 30.60 0.87 0.01 0.09

  • 7/31/2019 Yield From CA & Dam Design_3

    57/92

    0.09 12.81 30.70 5.95 -0.80 0.60 191.78 30.70 0.88 0.01 0.09

    0.09 12.90 30.80 5.87 -0.80 0.59 192.37 30.80 0.88 0.01 0.09

    0.09 12.98 30.90 5.79 -0.80 0.58 192.95 30.90 0.88 0.01 0.09

    0.09 13.07 31.00 5.71 -0.81 0.57 193.52 31.00 0.88 0.01 0.09

    0.09 13.16 31.10 5.63 -0.81 0.56 194.08 31.10 0.88 0.01 0.09

    0.09 13.25 31.20 5.55 -0.81 0.56 194.64 31.20 0.88 0.01 0.09

    0.09 13.34 31.30 5.47 -0.82 0.55 195.18 31.30 0.88 0.01 0.09

    0.09 13.42 31.40 5.39 -0.82 0.54 195.72 31.40 0.88 0.01 0.09

    0.09 13.51 31.50 5.31 -0.82 0.53 196.25 31.50 0.88 0.01 0.09

    0.09 13.60 31.60 5.22 -0.82 0.52 196.77 31.60 0.89 0.01 0.09

    0.09 13.69 31.70 5.14 -0.83 0.51 197.29 31.70 0.89 0.01 0.09

    0.09 13.78 31.80 5.06 -0.83 0.51 197.79 31.80 0.89 0.01 0.09

    0.09 13.87 31.90 4.97 -0.83 0.50 198.29 31.90 0.89 0.01 0.09

    0.09 13.96 32.00 4.89 -0.83 0.49 198.78 32.00 0.89 0.01 0.09

    0.09 14.05 32.10 4.81 -0.84 0.48 199.26 32.10 0.89 0.01 0.090.09 14.14 32.20 4.72 -0.84 0.47 199.73 32.20 0.89 0.01 0.09

    0.09 14.22 32.30 4.64 -0.84 0.46 200.20 32.30 0.89 0.01 0.09

    0.09 14.31 32.40 4.55 -0.85 0.46 200.65 32.40 0.89 0.01 0.09

    0.09 14.40 32.50 4.47 -0.85 0.45 201.10 32.50 0.89 0.01 0.09

    0.09 14.49 32.60 4.38 -0.85 0.44 201.54 32.60 0.89 0.01 0.09

    0.09 14.58 32.70 4.30 -0.85 0.43 201.97 32.70 0.90 0.01 0.09

    0.09 14.67 32.80 4.21 -0.86 0.42 202.39 32.80 0.90 0.01 0.09

    0.09 14.76 32.90 4.13 -0.86 0.41 202.80 32.90 0.90 0.01 0.09

    0.09 14.85 33.00 4.04 -0.86 0.40 203.21 33.00 0.90 0.01 0.09

    0.09 14.94 33.10 3.96 -0.86 0.40 203.60 33.10 0.90 0.01 0.09

    0.09 15.03 33.20 3.87 -0.86 0.39 203.99 33.20 0.90 0.01 0.09

    0.09 15.12 33.30 3.78 -0.87 0.38 204.37 33.30 0.90 0.01 0.09

    0.09 15.21 33.40 3.70 -0.87 0.37 204.74 33.40 0.90 0.01 0.09

    0.09 15.30 33.50 3.61 -0.87 0.36 205.10 33.50 0.90 0.01 0.09

    0.09 15.39 33.60 3.52 -0.87 0.35 205.45 33.60 0.90 0.01 0.09

    0.09 15.48 33.70 3.43 -0.87 0.34 205.79 33.70 0.90 0.01 0.09

    0.09 15.57 33.80 3.35 -0.88 0.33 206.13 33.80 0.90 0.01 0.09

    0.09 15.66 33.90 3.26 -0.88 0.33 206.46 33.90 0.91 0.01 0.09

    0.09 15.75 34.00 3.17 -0.88 0.32 206.77 34.00 0.91 0.01 0.09

    0.09 15.84 34.10 3.08 -0.88 0.31 207.08 34.10 0.91 0.01 0.09

    0.09 15.94 34.20 2.99 -0.88 0.30 207.38 34.20 0.91 0.01 0.090.09 16.03 34.30 2.91 -0.89 0.29 207.67 34.30 0.91 0.01 0.09

    0.09 16.12 34.40 2.82 -0.89 0.28 207.95 34.40 0.91 0.01 0.09

    0.09 16.21 34.50 2.73 -0.89 0.27 208.23 34.50 0.91 0.01 0.09

    0.09 16.30 34.60 2.64 -0.89 0.26 208.49 34.60 0.91 0.01 0.09

    0.09 16.39 34.70 2.55 -0.89 0.25 208.74 34.70 0.91 0.01 0.09

    0.09 16.48 34.80 2.46 -0.89 0.25 208.99 34.80 0.91 0.01 0.09

    0.09 16.57 34.90 2.37 -0.90 0.24 209.23 34.90 0.91 0.01 0.09

    0.09 16.66 35.00 2.28 -0.90 0.23 209.46 35.00 0.91 0.01 0.09

    0.09 16.75 35.10 2.19 -0.90 0.22 209.67 35.10 0.91 0.01 0.09

    0.09 16.85 35.20 2.10 -0.90 0.21 209.88 35.20 0.91 0.01 0.09

    0.09 16.94 35.30 2.01 -0.90 0.20 210.09 35.30 0.91 0.01 0.09

    0.09 17.03 35.40 1.92 -0.90 0.19 210.28 35.40 0.91 0.01 0.09

  • 7/31/2019 Yield From CA & Dam Design_3

    58/92

    0.09 17.12 35.50 1.83 -0.90 0.18 210.46 35.50 0.92 0.01 0.09

    0.09 17.21 35.60 1.74 -0.91 0.17 210.63 35.60 0.92 0.00 0.09

    0.09 17.30 35.70 1.65 -0.91 0.16 210.80 35.70 0.92 0.00 0.09

    0.09 17.40 35.80 1.56 -0.91 0.16 210.96 35.80 0.92 0.00 0.09

    0.09 17.49 35.90 1.47 -0.91 0.15 211.10 35.90 0.92 0.00 0.09

    0.09 17.58 36.00 1.38 -0.91 0.14 211.24 36.00 0.92 0.00 0.09

    0.09 17.67 36.10 1.28 -0.91 0.13 211.37 36.10 0.92 0.00 0.09

    0.09 17.76 36.20 1.19 -0.91 0.12 211.49 36.20 0.92 0.00 0.09

    0.09 17.85 36.30 1.10 -0.91 0.11 211.60 36.30 0.92 0.00 0.09

    0.09 17.95 36.40 1.01 -0.91 0.10 211.70 36.40 0.92 0.00 0.09

    0.09 18.04 36.50 0.92 -0.92 0.09 211.79 36.50 0.92 0.00 0.09

    0.09 18.13 36.60 0.83 -0.92 0.08 211.87 36.60 0.92 0.00 0.09

    0.09 18.22 36.70 0.74 -0.92 0.07 211.95 36.70 0.92 0.00 0.09

    0.09 18.31 36.80 0.64 -0.92 0.06 212.01 36.80 0.92 0.00 0.09

    0.09 18.41 36.90 0.55 -0.92 0.06 212.07 36.90 0.92 0.00 0.090.09 18.50 37.00 0.46 -0.92 0.05 212.11 37.00 0.92 0.00 0.09

    0.09 18.59 37.10 0.37 -0.92 0.04 212.15 37.10 0.92 0.00 0.09

    0.09 18.68 37.20 0.28 -0.92 0.03 212.18 37.20 0.92 0.00 0.09

    0.09 18.77 37.30 0.18 -0.92 0.02 212.20 37.30 0.92 0.00 0.09

    0.09 18.87 37.40 0.09 -0.92 0.01 212.20 37.40 0.92 0.00 0.09

    0.09 18.96 37.50 0.00 -0.92 0.00 212.20 37.50 0.92 0.00 0.09

    0.09 19.05 37.60 -0.09 -0.92 -0.01 212.20 37.60 0.92 0.00 0.09

    0.09 19.14 37.70 -0.18 -0.92 -0.02 212.18 37.70 0.92 0.00 0.09

    0.09 19.24 37.80 -0.28 -0.92 -0.03 212.15 37.80 0.92 0.00 0.09

    0.09 19.33 37.90 -0.37 -0.92 -0.04 212.11 37.90 0.92 0.00 0.09

    0.09 19.42 38.00 -0.46 -0.92 -0.05 212.07 38.00 0.92 0.00 0.09

    0.09 19.51 38.10 -0.55 -0.92 -0.06 212.01 38.10 0.92 0.00 0.09

    0.09 19.61 38.20 -0.65 -0.92 -0.06 211.95 38.20 0.92 0.00 0.09

    0.09 19.70 38.30 -0.74 -0.93 -0.07 211.87 38.30 0.92 0.00 0.09

    0.09 19.79 38.40 -0.83 -0.93 -0.08 211.79 38.40 0.92 0.00 0.09

    0.09 19.88 38.50 -0.92 -0.93 -0.09 211.70 38.50 0.92 0.00 0.09

    0.09 19.98 38.60 -1.02 -0.93 -0.10 211.60 38.60 0.92 0.00 0.09

    0.09 20.07 38.70 -1.11 -0.93 -0.11 211.48 38.70 0.92 0.00 0.09

    0.09 20.16 38.80 -1.20 -0.93 -0.12 211.36 38.80 0.92 0.00 0.09

    0.09 20.25 38.90 -1.29 -0.93 -0.13 211.23 38.90 0.92 0.00 0.09

    0.09 20.35 39.00 -1.39 -0.93 -0.14 211.10 39.00 0.92 0.00 0.090.09 20.44 39.10 -1.48 -0.93 -0.15 210.95 39.10 0.92 0.00 0.09

    0.09 20.53 39.20 -1.57 -0.93 -0.16 210.79 39.20 0.92 0.00 0.09

    0.09 20.62 39.30 -1.66 -0.92 -0.17 210.62 39.30 0.92 0.00 0.09

    0.09 20.72 39.40 -1.76 -0.92 -0.18 210.45 39.40 0.92 0.00 0.09

    0.09 20.81 39.50 -1.85 -0.92 -0.18 210.26 39.50 0.92 0.00 0.09

    0.09 20.90 39.60 -1.94 -0.92 -0.19 210.07 39.60 0.92 0.00 0.09

    0.09 20.99 39.70 -2.03 -0.92 -0.20 209.87 39.70 0.92 0.00 0.09

    0.09 21.08 39.80 -2.13 -0.92 -0.21 209.65 39.80 0.92 0.00 0.09

    0.09 21.18 39.90 -2.22 -0.92 -0.22 209.43 39.90 0.92 0.00 0.09

    0.09 21.27 40.00 -2.31 -0.92 -0.23 209.20 40.00 0.92 0.00 0.09

    0.09 21.36 40.10 -2.40 -0.92 -0.24 208.96 40.10 0.92 0.00 0.09

    0.09 21.45 40.20 -2.50 -0.92 -0.25 208.71 40.20 0.92 0.00 0.09

    0 09 21 55 40 30 2 59 0 92 0 26 208 45 40 30 0 92 0 00 0 09

  • 7/31/2019 Yield From CA & Dam Design_3

    59/92

    0.09 21.55 40.30 -2.59 -0.92 -0.26 208.45 40.30 0.92 0.00 0.09

    0.09 21.64 40.40 -2.68 -0.92 -0.27 208.18 40.40 0.92 0.00 0.09

    0.09 21.73 40.50 -2.77 -0.92 -0.28 207.91 40.50 0.92 0.00 0.09

    0.09 21.82 40.60 -2.86 -0.92 -0.29 207.62 40.60 0.92 0.00 0.09

    0.09 21.92 40.70 -2.96 -0.92 -0.30 207.32 40.70 0.92 0.00 0.090.09 22.01 40.80 -3.05 -0.92 -0.30 207.02 40.80 0.92 0.00 0.09

    0.09 22.10 40.90 -3.14 -0.92 -0.31 206.71 40.90 0.92 0.00 0.09

    0.09 22.19 41.00 -3.23 -0.92 -0.32 206.38 41.00 0.92 0.00 0.09

    0.09 22.29 41.10 -3.32 -0.91 -0.33 206.05 41.10 0.92 0.00 0.09

    0.09 22.38 41.20 -3.41 -0.91 -0.34 205.71 41.20 0.92 0.00 0.09

    0.09 22.47 41.30 -3.50 -0.91 -0.35 205.36 41.30 0.92 0.00 0.09

    0.09 22.56 41.40 -3.60 -0.91 -0.36 205.00 41.40 0.92 0.00 0.09

    0.09 22.65 41.50 -3.69 -0.91 -0.37 204.63 41.50 0.92 0.00 0.09

    0.09 22.75 41.60 -3.78 -0.91 -0.38 204.25 41.60 0.92 0.00 0.09

    0.09 22.84 41.70 -3.87 -0.91 -0.39 203.87 41.70 0.92 0.00 0.090.09 22.93 41.80 -3.96 -0.91 -0.40 203.47 41.80 0.92 0.00 0.09

    0.09 23.02 41.90 -4.05 -0.91 -0.41 203.06 41.90 0.92 0.00 0.09

    0.09 23.12 42.00 -4.14 -0.91 -0.41 202.65 42.00 0.92 0.00 0.09

    0.09 23.21 42.10 -4.23 -0.90 -0.42 202.23 42.10 0.92 0.00 0.09

    0.09 23.30 42.20 -4.32 -0.90 -0.43 201.80 42.20 0.92 0.00 0.09

    0.09 23.39 42.30 -4.41 -0.90 -0.44 201.35 42.30 0.92 0.00 0.09

    0.09 23.48 42.40 -4.50 -0.90 -0.45 200.90 42.40 0.92 0.00 0.09

    0.09 23.57 42.50 -4.59 -0.90 -0.46 200.45 42.50 0.92 0.00 0.09

    0.09 23.67 42.60 -4.68 -0.90 -0.47 199.98 42.60 0.92 0.00 0.09

    0.09 23.76 42.70 -4.77 -0.90 -0.48 199.50 42.70 0.92 0.00 0.09

    0.09 23.85 42.80 -4.86 -0.89 -0.49 199.01 42.80 0.92 0.00 0.09

    0.09 23.94 42.90 -4.95 -0.89 -0.49 198.52 42.90 0.92 0.00 0.09

    0.09 24.03 43.00 -5.04 -0.89 -0.50 198.02 43.00 0.92 0.00 0.09

    0.09 24.12 43.10 -5.13 -0.89 -0.51 197.50 43.10 0.92 0.00 0.09

    0.09 24.22 43.20 -5.22 -0.89 -0.52 196.98 43.20 0.92 0.00 0.09

    0.09 24.31 43.30 -5.30 -0.89 -0.53 196.45 43.30 0.91 -0.01 0.09

    0.09 24.40 43.40 -5.39 -0.88 -0.54 195.91 43.40 0.91 -0.01 0.09

    0.09 24.49 43.50 -5.48 -0.88 -0.55 195.36 43.50 0.91 -0.01 0.09

    0.09 24.58 43.60 -5.57 -0.88 -0.56 194.81 43.60 0.91 -0.01 0.09

    0.09 24.67 43.70 -5.66 -0.88 -0.57 194.24 43.70 0.91 -0.01 0.09

    0.09 24.76 43.80 -5.74 -0.88 -0.57 193.67 43.80 0.91 -0.01 0.090.09 24.86 43.90 -5.83 -0.87 -0.58 193.08 43.90 0.91 -0.01 0.09

    0.09 24.95 44.00 -5.92 -0.87 -0.59 192.49 44.00 0.91 -0.01 0.09

    0.09 25.04 44.10 -6.01 -0.87 -0.60 191.89 44.10 0.91 -0.01 0.09

    0.09 25.13 44.20 -6.09 -0.87 -0.61 191.28 44.20 0.91 -0.01 0.09

    0.09 25.22 44.30 -6.18 -0.87 -0.62 190.66 44.30 0.91 -0.01 0.09

    0.09 25.31 44.40 -6.27 -0.86 -0.63 190.04 44.40 0.91 -0.01 0.09

    0.09 25.40 44.50 -6.35 -0.86 -0.64 189.40 44.50 0.91 -0.01 0.09

    0.09 25.49 44.60 -6.44 -0.86 -0.64 188.76 44.60 0.91 -0.01 0.09

    0.09 25.58 44.70 -6.52 -0.86 -0.65 188.11 44.70 0.91 -0.01 0.09

    0.09 25.67 44.80 -6.61 -0.85 -0.66 187.44 44.80 0.91 -0.01 0.09

    0.09 25.76 44.90 -6.69 -0.85 -0.67 186.78 44.90 0.90 -0.01 0.09

    0.09 25.85 45.00 -6.78 -0.85 -0.68 186.10 45.00 0.90 -0.01 0.09

    0 09 25 94 45 10 6 86 0 85 0 69 185 41 45 10 0 90 0 01 0 09

  • 7/31/2019 Yield From CA & Dam Design_3

    60/92

    0.09 25.94 45.10 -6.86 -0.85 -0.69 185.41 45.10 0.90 -0.01 0.09

    0.09 26.03 45.20 -6.95 -0.84 -0.69 184.72 45.20 0.90 -0.01 0.09

    0.09 26.12 45.30 -7.03 -0.84 -0.70 184.01 45.30 0.90 -0.01 0.09

    0.09 26.21 45.40 -7.12 -0.84 -0.71 183.30 45.40 0.90 -0.01 0.09

    0.09 26.30 45.50 -7.20 -0.84 -0.72 182.58 45.50 0.90 -0.01 0.090.09 26.39 45.60 -7.28 -0.83 -0.73 181.85 45.60 0.90 -0.01 0.09

    0.09 26.48 45.70 -7.37 -0.83 -0.74 181.12 45.70 0.90 -0.01 0.09

    0.09 26.57 45.80 -7.45 -0.83 -0.74 180.37 45.80 0.90 -0.01 0.09

    0.09 26.66 45.90 -7.53 -0.83 -0.75 179.62 45.90 0.90 -0.01 0.09

    0.09 26.75 46.00 -7.61 -0.82 -0.76 178.86 46.00 0.90 -0.01 0.09

    0.09 26.84 46.10 -7.70 -0.82 -0.77 178.09 46.10 0.89 -0.01 0.09

    0.09 26.93 46.20 -7.78 -0.82 -0.78 177.31 46.20 0.89 -0.01 0.09

    0.09 27.02 46.30 -7.86 -0.81 -0.79 176.52 46.30 0.89 -0.01 0.09

    0.09 27.11 46.40 -7.94 -0.81 -0.79 175.73 46.40 0.89 -0.01 0.09

    0.09 27.20 46.50 -8.02 -0.81 -0.80 174.93 46.50 0.89 -0.01 0.090.09 27.29 46.60 -8.10 -0.81 -0.81 174.12 46.60 0.89 -0.01 0.09

    0.09 27.38 46.70 -8.18 -0.80 -0.82 173.30 46.70 0.89 -0.01 0.09

    0.09 27.47 46.80 -8.26 -0.80 -0.83 172.47 46.80 0.89 -0.01 0.09

    0.09 27.56 46.90 -8.34 -0.80 -0.83 171.64 46.90 0.89 -0.01 0.09

    0.09 27.64 47.00 -8.42 -0.79 -0.84 170.80 47.00 0.89 -0.01 0.09

    0.09 27.73 47.10 -8.50 -0.79 -0.85 169.95 47.10 0.89 -0.01 0.09

    0.09 27.82 47.20 -8.58 -0.79 -0.86 169.09 47.20 0.88 -0.01 0.09

    0.09 27.91 47.30 -8.66 -0.78 -0.87 168.22 47.30 0.88 -0.01 0.09

    0.09 28.00 47.40 -8.74 -0.78 -0.87 167.35 47.40 0.88 -0.01 0.09

    0.09 28.09 47.50 -8.81 -0.78 -0.88 166.47 47.50 0.88 -0.01 0.09

    0.09 28.17 47.60 -8.89 -0.77 -0.89 165.58 47.60 0.88 -0.01 0.09

    0.09 28.26 47.70 -8.97 -0.77 -0.90 164.68 47.70 0.88 -0.01 0.09

    0.09 28.35 47.80 -9.04 -0.77 -0.90 163.78 47.80 0.88 -0.01 0.09

    0.09 28.44 47.90 -9.12 -0.76 -0.91 162.87 47.90 0.88 -0.01 0.09

    0.09 28.52 48.00 -9.20 -0.76 -0.92 161.95 48.00 0.88 -0.01 0.09

    0.09 28.61 48.10 -9.27 -0.75 -0.93 161.02 48.10 0.87 -0.01 0.09

    0.09 28.70 48.20 -9.35 -0.75 -0.93 160.08 48.20 0.87 -0.01 0.09

    0.09 28.79 48.30 -9.42 -0.75 -0.94 159.14 48.30 0.87 -0.01 0.09

    0.09 28.87 48.40 -9.50 -0.74 -0.95 158.19 48.40 0.87 -0.01 0.09

    0.09 28.96 48.50 -9.57 -0.74 -0.96 157.24 48.50 0.87 -0.01 0.09

    0.09 29.05 48.60 -9.64 -0.74 -0.96 156.27 48.60 0.87 -0.01 0.090.09 29.13 48.70 -9.72 -0.73 -0.97 155.30 48.70 0.87 -0.01 0.09

    0.09 29.22 48.80 -9.79 -0.73 -0.98 154.32 48.80 0.87 -0.01 0.09

    0.09 29.31 48.90 -9.86 -0.72 -0.99 153.33 48.90 0.87 -0.01 0.09

    0.09 29.39 49.00 -9.93 -0.72 -0.99 152.34 49.00 0.86 -0.01 0.09

    0.09 29.48 49.10 -10.01 -0.72 -1.00 151.34 49.10 0.86 -0.01 0.09

    0.09 29.57 49.20 -10.08 -0.71 -1.01 150.33 49.20 0.86 -0.01 0.09

    0.09 29.65 49.30 -10.15 -0.71 -1.01 149.32 49.30 0.86 -0.01 0.09

    0.09 29.74 49.40 -10.22 -0.70 -1.02 148.30 49.40 0.86 -0.01 0.09

    0.09 29.82 49.50 -10.29 -0.70 -1.03 147.27 49.50 0.86 -0.01 0.09

    0.09 29.91 49.60 -10.36 -0.70 -1.04 146.23 49.60 0.86 -0.01 0.09

    0.09 29.99 49.70 -10.43 -0.69 -1.04 145.19 49.70 0.85 -0.01 0.09

    0.09 30.08 49.80 -10.50 -0.69 -1.05 144.14 49.80 0.85 -0.01 0.09

    0 09 30 17 49 90 -10 56 -0 68 -1 06 143 08 49 90 0 85 -0 01 0 09

  • 7/31/2019 Yield From CA & Dam Design_3

    61/92

    0.09 30.17 49.90 10.56 0.68 1.06 143.08 49.90 0.85 0.01 0.09

    0.09 30.25 50.00 -10.63 -0.68 -1.06 142.02 50.00 0.85 -0.01 0.09

    0.08 30.34 50.10 -10.70 -0.67 -1.07 140.95 50.10 0.85 -0.01 0.08

    0.08 30.42 50.20 -10.77 -0.67 -1.08 139.87 50.20 0.85 -0.01 0.08

    0.08 30.50 50.30 -10.83 -0.66 -1.08 138.79 50.30 0.85 -0.01 0.080.08 30.59 50.40 -10.90 -0.66 -1.09 137.70 50.40 0.84 -0.01 0.08

    0.08 30.67 50.50 -10.96 -0.66 -1.10 136.60 50.50 0.84 -0.01 0.08

    0.08 30.76 50.60 -11.03 -0.65 -1.10 135.50 50.60 0.84 -0.01 0.08

    0.08 30.84 50.70 -11.09 -0.65 -1.11 134.39 50.70 0.84 -0.01 0.08

    0.08 30.93 50.80 -11.16 -0.64 -1.12 133.28 50.80 0.84 -0.01 0.08

    0.08 31.01 50.90 -11.22 -0.64 -1.12 132.15 50.90 0.84 -0.02 0.08

    0.08 31.09 51.00 -11.28 -0.63 -1.13 131.03 51.00 0.84 -0.02 0.08

    0.08 31.18 51.10 -11.35 -0.63 -1.13 129.89 51.10 0.83 -0.02 0.08

    0.08 31.26 51.20 -11.41 -0.62 -1.14 128.75 51.20 0.83 -0.02 0.08

    0.08 31.34 51.30 -11.47 -0.62 -1.15 127.60 51.30 0.83 -0.02 0.080.08 31.43 51.40 -11.53 -0.61 -1.15 126.45 51.40 0.83 -0.02 0.08

    0.08 31.51 51.50 -11.59 -0.61 -1.16 125.29 51.50 0.83 -0.02 0.08

    0.08 31.59 51.60 -11.65 -0.60 -1.17 124.12 51.60 0.83 -0.02 0.08

    0.08 31.67 51.70 -11.71 -0.60 -1.17 122.95 51.70 0.82 -0.02 0.08

    0.08 31.76 51.80 -11.77 -0.59 -1.18 121.78 51.80 0.82 -0.02 0.08

    0.08 31.84 51.90 -11.83 -0.59 -1.18 120.59 51.90 0.82 -0.02 0.08

    0.08 31.92 52.00 -11.89 -0.58 -1.19 119.40 52.00 0.82 -0.02 0.08

    0.08 32.00 52.10 -11.95 -0.58 -1.19 118.21 52.10 0.82 -0.02 0.08

    0.08 32.08 52.20 -12.00 -0.57 -1.20 117.01 52.20 0.82 -0.02 0.08

    0.08 32.17 52.30 -12.06 -0.57 -1.21 115.80 52.30 0.81 -0.02 0.08

    0.08 32.25 52.40 -12.12 -0.56 -1.21 114.59 52.40 0.81 -0.02 0.08

    0.08 32.33 52.50 -12.17 -0.56 -1.22 113.37 52.50 0.81 -0.02 0.08

    52.60 0.81 -0.02 0.08

    52.70 0.81 -0.02 0.08

    52.80 0.81 -0.02 0.08

    52.90 0.80 -0.02 0.08

    53.00 0.80 -0.02 0.08

    53.10 0.80 -0.02 0.08

    53.20 0.80 -0.02 0.08

    53.30 0.80 -0.02 0.08

    53.40 0.80 -0.02 0.0853.50 0.79 -0.02 0.08

    53.60 0.79 -0.02 0.08

    53.70 0.79 -0.02 0.08

    53.80 0.79 -0.02 0.08

    53.90 0.79 -0.02 0.08

    54.00 0.78 -0.02 0.08

    54.10 0.78 -0.02 0.08

    54.20 0.78 -0.02 0.08

    54.30 0.78 -0.02 0.08

    54.40 0.78 -0.02 0.08

    54.50 0.77 -0.02 0.08

    54.60 0.77 -0.02 0.08

    54.70 0.77 -0.02 0.08

  • 7/31/2019 Yield From CA & Dam Design_3

    62/92

    54.80 0.77 -0.02 0.08

    54.90 0.77 -0.02 0.08

    55.00 0.76 -0.02 0.08

    55.10 0.76 -0.02 0.0855.20 0.76 -0.02 0.08

    55.30 0.76 -0.02 0.08

    55.40 0.76 -0.02 0.08

    55.50 0.75 -0.02 0.08

    55.60 0.75 -0.02 0.08

    55.70 0.75 -0.02 0.07

    55.80 0.75 -0.02 0.07

    55.90 0.75 -0.02 0.07

    56.00 0.74 -0.02 0.07

    56.10 0.74 -0.02 0.0756.20 0.74 -0.02 0.07

    56.30 0.74 -0.02 0.07

    56.40 0.73 -0.02 0.07

    56.50 0.73 -0.02 0.07

    56.60 0.73 -0.02 0.07

    56.70 0.73 -0.02 0.07

    56.80 0.73 -0.02 0.07

    56.90 0.72 -0.02 0.07

    57.00 0.72 -0.02 0.07

    57.10 0.72 -0.02 0.07

    57.20 0.72 -0.02 0.07

    57.30 0.71 -0.02 0.07

    57.40 0.71 -0.02 0.07

    57.50 0.71 -0.02 0.07

    57.60 0.71 -0.02 0.07

    57.70 0.70 -0.02 0.07

    57.80 0.70 -0.02 0.07

    57.90 0.70 -0.02 0.07

    58.00 0.70 -0.02 0.07

    58.10 0.69 -0.02 0.07

    58.20 0.69 -0.02 0.0758.30 0.69 -0.02 0.07

    58.40 0.69 -0.02 0.07

    58.50 0.68 -0.03 0.07

    58.60 0.68 -0.03 0.07

    58.70 0.68 -0.03 0.07

    58.80 0.68 -0.03 0.07

    58.90 0.67 -0.03 0.07

    59.00 0.67 -0.03 0.07

    59.10 0.67 -0.03 0.07

    59.20 0.67 -0.03 0.07

    59.30 0.66 -0.03 0.07

    59.40 0.66 -0.03 0.07

    59.50 0.66 -0.03 0.07

  • 7/31/2019 Yield From CA & Dam Design_3

    63/92

    59.60 0.66 -0.03 0.07

    59.70 0.65 -0.03 0.07

    59.80 0.65 -0.03 0.07

    59.90 0.65 -0.03 0.0660.00 0.65 -0.03 0.06

    60.10 0.64 -0.03 0.06

    60.20 0.64 -0.03 0.06

    60.30 0.64 -0.03 0.06

    60.40 0.63 -0.03 0.06

    60.50 0.63 -0.03 0.06

    60.60 0.63 -0.03 0.06

    60.70 0.63 -0.03 0.06

    60.80 0.62 -0.03 0.06

    60.90 0.62 -0.03 0.0661.00 0.62 -0.03 0.06

    61.10 0.61 -0.03 0.06

    61.20 0.61 -0.03 0.06

    61.30 0.61 -0.03 0.06

    61.40 0.61 -0.03 0.06

    61.50 0.60 -0.03 0.06

    61.60 0.60 -0.03 0.06

    61.70 0.60 -0.03 0.06

    61.80 0.59 -0.03 0.06

    61.90 0.59 -0.03 0.06

    62.00 0.59 -0.03 0.06

    62.10 0.59 -0.03 0.06

    62.20 0.58 -0.03 0.06

    62.30 0.58 -0.03 0.06

    62.40 0.58 -0.03 0.06

    62.50 0.57 -0.03 0.06

    62.60 0.57 -0.03 0.06

    62.70 0.57 -0.03 0.06

    62.80 0.56 -0.03 0.06

    62.90 0.56 -0.03 0.06

    63.00 0.56 -0.03 0.0663.10 0.56 -0.03 0.06

    63.20 0.55 -0.03 0.06

    63.30 0.55 -0.03 0.05

    63.40 0.55 -0.03 0.05

    63.50 0.54 -0.03 0.05

    63.60 0.54 -0.03 0.05

    63.70 0.54 -0.03 0.05

    63.80 0.53 -0.03 0.05

    63.90 0.53 -0.03 0.05

    64.00 0.53 -0.03 0.05

    64.10 0.52 -0.03 0.05

    64.20 0.52 -0.03 0.05

    64.30 0.52 -0.03 0.05

  • 7/31/2019 Yield From CA & Dam Design_3

    64/92

    64.40 0.51 -0.03 0.05

    64.50 0.51 -0.03 0.05

    64.60 0.51 -0.03 0.05

    64.70 0.50 -0.03 0.0564.80 0.50 -0.03 0.05

    64.90 0.50 -0.03 0.05

    65.00 0.49 -0.03 0.05

    65.10 0.49 -0.03 0.05

    65.20 0.49 -0.03 0.05

    65.30 0.48 -0.03 0.05

    65.40 0.48 -0.03 0.05

    65.50 0.48 -0.03 0.05

    65.60 0.47 -0.03 0.05

    65.70 0.47 -0.03 0.0565.80 0.47 -0.03 0.05

    65.90 0.46 -0.03 0.05

    66.00 0.46 -0.03 0.05

    66.10 0.46 -0.03 0.05

    66.20 0.45 -0.04 0.05

    66.30 0.45 -0.04 0.04

    66.40 0.45 -0.04 0.04

    66.50 0.44 -0.04 0.04

    66.60 0.44 -0.04 0.04

    66.70 0.43 -0.04 0.04

    66.80 0.43 -0.04 0.04

    66.90 0.43 -0.04 0.04

    67.00 0.42 -0.04 0.04

    67.10 0.42 -0.04 0.04

    67.20 0.42 -0.04 0.04

    67.30 0.41 -0.04 0.04

    67.40 0.41 -0.04 0.04

    67.50 0.41 -0.04 0.04

    67.60 0.40 -0.04 0.04

    67.70 0.40 -0.04 0.04

    67.80 0.39 -0.04 0.0467.90 0.39 -0.04 0.04

    68.00 0.39 -0.04 0.04

    68.10 0.38 -0.04 0.04

    68.20 0.38 -0.04 0.04

    68.30 0.38 -0.04 0.04

    68.40 0.37 -0.04 0.04

    68.50 0.37 -0.04 0.04

    68.60 0.36 -0.04 0.04

    68.70 0.36 -0.04 0.04

    68.80 0.36 -0.04 0.04

    68.90 0.35 -0.04 0.04

    69.00 0.35 -0.04 0.03

    69.10 0.35 -0.04 0.03

  • 7/31/2019 Yield From CA & Dam Design_3

    65/92

    69.20 0.34 -0.04 0.03

    69.30 0.34 -0.04 0.03

    69.40 0.33 -0.04 0.03

    69.50 0.33 -0.04 0.0369.60 0.33 -0.04 0.03

    69.70 0.32 -0.04 0.03

    69.80 0.32 -0.04 0.03

    69.90 0.31 -0.04 0.03

    70.00 0.31 -0.04 0.03

    70.10 0.31 -0.04 0.03

    70.20 0.30 -0.04 0.03

    70.30 0.30 -0.04 0.03

    70.40 0.29 -0.04 0.03

    70.50 0.29 -0.04 0.0370.60 0.29 -0.04 0.03

    70.70 0.28 -0.04 0.03

    70.80 0.28 -0.04 0.03

    70.90 0.27 -0.04 0.03

    71.00 0.27 -0.04 0.03

    71.10 0.26 -0.04 0.03

    71.20 0.26 -0.04 0.03

    71.30 0.26 -0.04 0.03

    71.40 0.25 -0.04 0.03

    71.50 0.25 -0.04 0.02

    71.60 0.24 -0.04 0.02

    71.70 0.24 -0.04 0.02

    71.80 0.24 -0.04 0.02

    71.90 0.23 -0.04 0.02

    72.00 0.23 -0.04 0.02

    72.10 0.22 -0.04 0.02

    72.20 0.22 -0.04 0.02

    72.30 0.21 -0.04 0.02

    72.40 0.21 -0.04 0.02

    72.50 0.20 -0.04 0.02

    72.60 0.20 -0.04 0.0272.70 0.20 -0.04 0.02

    72.80 0.19 -0.04 0.02

    72.90 0.19 -0.04 0.02

    73.00 0.18 -0.04 0.02

    73.10 0.18 -0.04 0.02

    73.20 0.17 -0.04 0.02

    73.30 0.17 -0.04 0.02

    73.40 0.17 -0.04 0.02

    73.50 0.16 -0.04 0.02

    73.60 0.16 -0.04 0.02

    73.70 0.15 -0.04 0.02

    73.80 0.15 -0.05 0.01

    73.90 0.14 -0.05 0.01

    74 00 0 14 0 05 0 01

  • 7/31/2019 Yield From CA & Dam Design_3

    66/92

    74.00 0.14 -0.05 0.01

    74.10 0.13 -0.05 0.01

    74.20 0.13 -0.05 0.01

    74.30 0.12 -0.05 0.0174.40 0.12 -0.05 0.01

    74.50 0.12 -0.05 0.01

    74.60 0.11 -0.05 0.01

    74.70 0.11 -0.05 0.01

    74.80 0.10 -0.05 0.01

    74.90 0.10 -0.05 0.01

    75.00 0.09 -0.05 0.01

    75.10 0.09 -0.05 0.01

    75.20 0.08 -0.05 0.01

    75.30 0.08 -0.05 0.0175.40 0.07 -0.05 0.01

    75.50 0.07 -0.05 0.01

    75.60 0.06 -0.05 0.01

    75.70 0.06 -0.05 0.01

    75.80 0.05 -0.05 0.01

    75.90 0.05 -0.05 0.00

    76.00 0.04 -0.05 0.00

    76.10 0.04 -0.05 0.00

    76.20 0.04 -0.05 0.00

    76.30 0.03 -0.05 0.00

    76.40 0.03 -0.05 0.00

    76.50 0.02 -0.05 0.00

    76.60 0.02 -0.05 0.00

    76.70 0.01 -0.05 0.00

    76.80 0.01 -0.05 0.00

    76.90 0.00 -0.05 0.00

    77.00 0.00 -0.05 0.00

    77.10 -0.01 -0.05 0.00

    77.20 -0.01 -0.05 0.00

    77.30 -0.02 -0.05 0.00

    77.40 -0.02 -0.05 0.0077.50 -0.03 -0.05 0.00

    77.60 -0.03 -0.05 0.00

    77.70 -0.04 -0.05 0.00

    77.80 -0.04 -0.05 0.00

    77.90 -0.05 -0.05 0.00

    78.00 -0.05 -0.05 -0.01

    78.10 -0.06 -0.05 -0.01

    78.20 -0.06 -0.05 -0.01

    78.30 -0.07 -0.05 -0.01

    78.40 -0.07 -0.05 -0.01

    78.50 -0.08 -0.05 -0.01

    78.60 -0.08 -0.05 -0.01

    78.70 -0.09 -0.05 -0.01

    78 80 0 09 0 05 0 01

  • 7/31/2019 Yield From CA & Dam Design_3

    67/92

    78.80 -0.09 -0.05 -0.01

    78.90 -0.10 -0.05 -0.01

    79.00 -0.11 -0.05 -0.01

    79.10 -0.11 -0.05 -0.0179.20 -0.12 -0.05 -0.01

    79.30 -0.12 -0.05 -0.01

    79.40 -0.13 -0.05 -0.01

    79.50 -0.13 -0.05 -0.01

    79.60 -0.14 -0.05 -0.01

    79.70 -0.14 -0.05 -0.01

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