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7 PMT Test Result Doha JO#13 264

Oct 29, 2015

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  • APPENDIX - E

    PRESSUREMETER TEST RESULTS

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 1m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.182 Uo1 = 3965 K1 = 0.010438Uo2 = 37.149 Uo2 = 4025 K2 = 0.010299 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.569 Uo3 = 4060 K3 = 0.009254 Do = 73.267 Vo = 1939.4

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3871 4043 3755 0.491 -0.093 1.411 0.603 1960.950 2260 3871 3871 3755 0.491 0.793 1.411 0.898 1981.995 4330 3756 3942 3703 1.091 0.427 1.652 1.057 1993.342 5460 3756 3941 3702 1.091 0.433 1.656 1.060 1993.575 5430 3625 3808 3583 1.774 1.117 2.207 1.700 2039.798 10060 3625 3807 3582 1.774 1.123 2.212 1.703 2040.035 10130 3446 3627 3411 2.709 2.050 3.003 2.587 2104.958 16660 3446 3627 3411 2.709 2.050 3.003 2.587 2104.958 16630 3316 3491 3287 3.387 2.750 3.577 3.238 2153.522 21460 3316 3491 3287 3.387 2.750 3.577 3.238 2153.522 21430 3079 3251 3063 4.624 3.986 4.613 4.408 2242.446 30360 3079 3251 3063 4.624 3.986 4.613 4.408 2242.446 303

    Plate E1.0

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = 3E-07x3 - 0.0002x2 + 0.2352x + 10.79

    y = 0.2785x - 4.5629

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 18.11 MPa

    Plate E1.0.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 2m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.182 Uo1 = 3965 K1 = 0.010438Uo2 = 37.149 Uo2 = 4025 K2 = 0.010299 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.569 Uo3 = 4060 K3 = 0.009254 ` Do = 73.267 Vo = 1939.4

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3759 4020 3764 1.075 0.026 1.370 0.823 1976.651 3760 3759 4020 3764 1.075 0.026 1.370 0.823 1976.651 3730 3695 3925 3711 1.409 0.515 1.615 1.180 2002.176 6360 3695 3935 3711 1.409 0.463 1.615 1.162 2000.942 6230 3601 3831 3619 1.900 0.999 2.041 1.646 2035.926 9760 3601 3830 3619 1.900 1.004 2.041 1.648 2036.051 9730 3452 3680 3487 2.677 1.777 2.651 2.368 2088.791 14960 3452 3679 3487 2.677 1.782 2.651 2.370 2088.918 15030 3294 3526 3339 3.502 2.570 3.336 3.136 2145.868 20660 3294 3526 3339 3.502 2.570 3.336 3.136 2145.868 20630 3091 3349 3159 4.561 3.481 4.169 4.070 2216.599 27760 3091 3349 3159 4.561 3.481 4.169 4.070 2216.599 277

    Plate E1.1

    800

    1000

    System at Doha East & West Power Generation a

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

  • Applied Pressure Vs. Volume

    y = 3E-06x3 - 0.0035x2 + 1.4227x - 106.36

    y = 0.1755x + 26.462

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 28.73

    Plate E1.1.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 3m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.182 Uo1 = 3965 K1 = 0.010438Uo2 = 37.149 Uo2 = 4025 K2 = 0.010299 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.569 Uo3 = 4060 K3 = 0.009254 ` Do = 73.267 Vo = 1939.4

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3793 4103 3742 0.898 -0.402 1.471 0.656 1964.700 2560 3793 4103 3742 0.898 -0.402 1.471 0.656 1964.700 2530 3694 3957 3688 1.414 0.350 1.721 1.162 2000.902 6260 3694 3957 3688 1.414 0.350 1.721 1.162 2000.902 6230 3528 3780 3529 2.281 1.262 2.457 2.000 2061.699 12260 3529 3780 3529 2.275 1.262 2.457 1.998 2061.571 12230 3354 3603 3370 3.189 2.173 3.193 2.852 2124.614 18560 3356 3605 3371 3.178 2.163 3.188 2.843 2123.984 18530 3118 3382 3166 4.420 3.311 4.137 3.956 2207.868 26860 3120 3383 3166 4.410 3.306 4.137 3.951 2207.472 268

    Plate E1.2

    U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2

    800

    400

    600

    System at Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0029x2 + 1.3439x - 112.33

    y = 0.3033x + 0.8634

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 16.62

    Plate E1.2.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 4m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.182 Uo1 = 3965 K1 = 0.010438Uo2 = 37.149 Uo2 = 4025 K2 = 0.010299 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.569 Uo3 = 4060 K3 = 0.009254 ` Do = 73.267 Vo = 1939.4

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3372 4065 3826 3.095 -0.206 1.083 1.324 2012.569 7360 3372 4065 3826 3.095 -0.206 1.083 1.324 2012.569 7330 3674 3990 3748 1.519 0.180 1.444 1.048 1992.685 5360 3674 3990 3748 1.519 0.180 1.444 1.048 1992.685 5330 3579 3874 3621 2.015 0.778 2.031 1.608 2033.121 9460 3579 3874 3621 2.015 0.778 2.031 1.608 2033.121 9430 3490 3762 3501 2.479 1.354 2.586 2.140 2071.977 13360 3490 3762 3501 2.479 1.354 2.586 2.140 2071.977 13330 3365 3592 3320 3.131 2.230 3.424 2.928 2130.347 19160 3365 3592 3320 3.131 2.230 3.424 2.928 2130.347 19130 3217 3382 3090 3.904 3.311 4.488 3.901 2203.677 26460 3216 3382 3092 3.909 3.311 4.479 3.900 2203.574 264

    Plate E1.3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

  • Applied Pressure Vs. Volume

    y = 2E-06x3 - 0.0025x2 + 1.1279x - 88.4

    y = 0.3128x + 50.194

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 16.12

    Plate E1.3.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695

    Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 5m Gauge Factor 7.79

    Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.182 Uo1 = 3965 K1 = 0.010438Uo2 = 37.149 Uo2 = 4025 K2 = 0.010299 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.569 Uo3 = 4060 K3 = 0.009254 ` Do = 73.267 Vo = 1939.4

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3859 4131 3696 0.553 -0.546 1.684 0.564 1958.167 1960 3859 4131 3696 0.553 -0.546 1.684 0.564 1958.167 1930 3741 3967 3643 1.169 0.299 1.929 1.132 1998.779 5960 3741 3967 3643 1.169 0.299 1.929 1.132 1998.779 5930 3657 3864 3573 1.607 0.829 2.253 1.563 2029.892 9160 3657 3864 3573 1.607 0.829 2.253 1.563 2029.892 9130 3533 3718 3447 2.255 1.581 2.836 2.224 2078.151 13960 3533 3718 3447 2.255 1.581 2.836 2.224 2078.151 13930 3391 3570 3287 2.996 2.343 3.577 2.972 2133.590 19460 3390 3570 3287 3.001 2.343 3.577 2.974 2133.720 19430 3222 3429 3080 3.878 3.069 4.534 3.827 2198.050 25960 3222 3429 3080 3.878 3.069 4.534 3.827 2198.050 259

    Plate E1.4

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

  • Applied Pressure Vs. Volume

    y = 0.1984x + 16.867

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 25.42

    Plate E1.4.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 6m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3970 4059 3701 -0.504 -0.072 1.144 0.189 1938.758 -2260 3970 4059 3701 -0.504 -0.072 1.144 0.189 1938.758 -2230 3909 4027 3679 -0.184 0.093 1.248 0.385 1952.610 -860 3908 4027 3678 -0.179 0.093 1.252 0.389 1952.844 -830 3831 3965 3609 0.226 0.411 1.576 0.738 1977.646 1760 3830 3965 3609 0.231 0.411 1.576 0.739 1977.771 1730 3730 3861 3483 0.757 0.946 2.167 1.290 2017.268 5760 3730 3861 3483 0.757 0.946 2.167 1.290 2017.268 5730 3591 3713 3294 1.487 1.707 3.053 2.082 2074.966 11460 3591 3712 3294 1.487 1.712 3.053 2.084 2075.092 11430 3442 3562 3085 2.270 2.483 4.033 2.929 2137.659 17760 3442 3562 3085 2.270 2.483 4.033 2.929 2137.659 177

    Plate E1.5

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0028x2 + 1.0951x - 135.94

    y = 0.1611x - 42.435

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 31.64

    Plate E1.5.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 7m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3787 4051 3844 0.457 -0.031 0.474 0.300 1946.568 -1460 3787 4051 3844 0.457 -0.031 0.474 0.300 1946.568 -1430 3736 3981 3764 0.725 0.329 0.849 0.634 1970.281 1060 3735 3980 3764 0.730 0.334 0.849 0.638 1970.528 1030 3642 3884 3662 1.219 0.828 1.327 1.125 2005.367 4560 3641 3883 3662 1.224 0.833 1.327 1.128 2005.617 4530 3515 3757 3541 1.886 1.481 1.895 1.754 2050.937 9060 3515 3757 3541 1.886 1.481 1.895 1.754 2050.937 9030 3361 3604 3398 2.695 2.267 2.565 2.509 2106.455 14660 3361 3604 3398 2.695 2.267 2.565 2.509 2106.455 14630 3083 3316 3158 4.156 3.748 3.691 3.865 2208.284 24860 3083 3316 3158 4.156 3.748 3.691 3.865 2208.284 248

    Plate E1.6

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0028x2 + 1.1718x - 132.04

    y = 0.201x - 32.021

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 25.36

    Plate E1.6.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 8m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3846 4144 3722 0.147 -0.509 1.046 0.228 1941.486 -1960 3846 4144 3722 0.147 -0.509 1.046 0.228 1941.486 -1930 3767 4043 3718 0.562 0.010 1.065 0.546 1963.978 360 3766 4042 3717 0.567 0.015 1.069 0.551 1964.336 430 3668 3911 3595 1.082 0.689 1.642 1.138 2006.298 4660 3667 3911 3595 1.088 0.689 1.642 1.139 2006.424 4630 3545 3756 3414 1.729 1.486 2.490 1.902 2061.724 10160 3545 3756 3414 1.729 1.486 2.490 1.902 2061.724 10130 3416 3622 3228 2.406 2.175 3.363 2.648 2116.736 15660 3416 3622 3228 2.406 2.175 3.363 2.648 2116.736 15630 3303 3502 3060 3.000 2.792 4.151 3.314 2166.566 20660 3303 3502 3060 3.000 2.792 4.151 3.314 2166.566 206

    Plate E1.7

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0026x2 + 1.1142x - 134.58

    y = 0.2104x - 38.392

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 24.23

    Plate E1.7.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 9m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3878 4147 3701 -0.021 -0.524 1.144 0.200 1939.486 -2160 3878 4147 3701 -0.021 -0.524 1.144 0.200 1939.486 -2130 3793 4076 3726 0.426 -0.159 1.027 0.431 1955.847 -560 3793 4076 3726 0.426 -0.159 1.027 0.431 1955.847 -530 3701 3983 3671 0.909 0.319 1.285 0.838 1984.781 2460 3701 3982 3670 0.909 0.324 1.290 0.841 1985.015 2430 3585 3866 3571 1.518 0.920 1.754 1.398 2025.059 6460 3585 3866 3571 1.518 0.920 1.754 1.398 2025.059 6430 3464 3746 3459 2.154 1.537 2.279 1.990 2068.213 10860 3464 3746 3459 2.154 1.537 2.279 1.990 2068.213 10830 3303 3602 3326 3.000 2.277 2.903 2.727 2122.607 16260 3303 3602 3326 3.000 2.277 2.903 2.727 2122.607 16230 3085 3414 3145 4.145 3.244 3.752 3.714 2196.792 23660 3086 3414 3145 4.140 3.244 3.752 3.712 2196.659 236

    Plate E1.8

    1200

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0027x2 + 1.0955x - 135.58

    y = 0.173x - 41.21

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 29.47

    Plate E1.8.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695

    Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 10m Gauge Factor 7.79

    Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3763 4176 3769 0.583 -0.673 0.825 0.245 1942.689 -1860 3763 4176 3769 0.583 -0.673 0.825 0.245 1942.689 -1830 3703 4034 3695 0.898 0.057 1.173 0.709 1975.612 1560 3703 4034 3695 0.898 0.057 1.173 0.709 1975.612 1530 3622 3945 3615 1.324 0.514 1.548 1.129 2005.653 4560 3622 3945 3615 1.324 0.514 1.548 1.129 2005.653 4530 3483 3814 3503 2.054 1.188 2.073 1.772 2052.233 9260 3483 3814 3502 2.054 1.188 2.078 1.773 2052.347 9230 3333 3686 3384 2.842 1.846 2.631 2.440 2101.304 14160 3333 3686 3384 2.842 1.846 2.631 2.440 2101.304 14130 3105 3542 3239 4.040 2.586 3.311 3.312 2166.444 20660 3105 3542 3239 4.040 2.586 3.311 3.312 2166.444 206

    Plate E1.9

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

  • Applied Pressure Vs. Volume

    y = 3E-06x3 - 0.0032x2 + 1.2679x - 133.97

    y = 0.1918x - 26.169

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 26.58

    Plate E1.9.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 11m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3768 4004 3804 0.557 0.211 0.661 0.476 1959.054 -260 3768 4004 3804 0.557 0.211 0.661 0.476 1959.054 -230 3707 3928 3728 0.877 0.601 1.018 0.832 1984.397 2460 3707 3928 3728 0.877 0.601 1.018 0.832 1984.397 2430 3579 3796 3589 1.550 1.280 1.670 1.500 2032.471 7260 3579 3796 3588 1.550 1.280 1.674 1.501 2032.585 7230 3450 3665 3474 2.228 1.954 2.209 2.130 2078.477 11860 3450 3665 3473 2.228 1.954 2.214 2.132 2078.592 11830 3221 3464 3305 3.431 2.987 3.002 3.140 2153.463 19360 3221 3434 3305 3.431 3.141 3.002 3.191 2157.323 19730 3000 3197 3168 4.592 4.360 3.644 4.199 2233.781 27360 3000 3197 3168 4.592 4.360 3.644 4.199 2233.781 273

    Plate E1.10

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

  • Applied Pressure Vs. Volume

    y = 2E-06x3 - 0.0025x2 + 1.1665x - 125.79

    y = 0.2355x - 22.975

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2

    P1

    E = 21.65

    Plate E1.10.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 12m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3721 4119 3876 0.804 -0.380 0.324 0.249 1942.968 -1860 3721 4119 3876 0.804 -0.380 0.324 0.249 1942.968 -1830 3665 3996 3786 1.098 0.252 0.746 0.699 1974.857 1460 3665 3996 3786 1.098 0.252 0.746 0.699 1974.857 1430 3523 3869 3674 1.844 0.905 1.271 1.340 2020.895 6060 3523 3869 3674 1.844 0.905 1.271 1.340 2020.895 6030 3349 3731 3531 2.758 1.614 1.942 2.105 2076.616 11660 3349 3731 3531 2.758 1.614 1.942 2.105 2076.616 11630 3180 3605 3407 3.646 2.262 2.523 2.811 2128.836 16860 3180 3605 3407 3.646 2.262 2.523 2.811 2128.836 16830 3050 3487 3300 4.329 2.869 3.025 3.408 2173.621 21360 3050 3487 3300 4.329 2.869 3.025 3.408 2173.621 213

    Plate E1.11

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0027x2 + 1.1815x - 133.84

    y = 0.2302x - 31.82

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 22.14

    Plate E1.11.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 13m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3915 4144 3843 -0.215 -0.509 0.478 -0.082 1919.687 -4160 3915 4144 3843 -0.215 -0.509 0.478 -0.082 1919.687 -4130 3813 4091 3794 0.320 -0.236 0.708 0.264 1944.031 -1760 3813 4091 3794 0.320 -0.236 0.708 0.264 1944.031 -1730 3699 4022 3703 0.919 0.118 1.135 0.724 1976.687 1660 3698 4021 3703 0.925 0.123 1.135 0.728 1976.934 1630 3550 3909 3542 1.702 0.699 1.890 1.431 2027.444 6760 3550 3909 3542 1.702 0.699 1.890 1.431 2027.444 6730 3390 3780 3333 2.543 1.362 2.870 2.259 2087.928 12760 3389 3780 3333 2.548 1.362 2.870 2.260 2088.057 12730 3208 3617 3097 3.499 2.200 3.977 3.226 2159.904 19960 3207 3617 3097 3.504 2.200 3.977 3.227 2160.036 199

    Plate E1.12

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0026x2 + 1.0735x - 145.48

    y = 0.1645x - 49.51

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 30.99

    Plate E1.12.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 14m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5mBGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3721 4069 3708 0.804 -0.123 1.112 0.597 1967.649 760 3721 4069 3708 0.804 -0.123 1.112 0.597 1967.649 730 3634 3974 3624 1.261 0.365 1.505 1.044 1999.559 3960 3630 3972 3623 1.282 0.375 1.510 1.056 2000.421 4030 3494 3831 3484 1.997 1.100 2.162 1.753 2050.870 9060 3493 3831 3484 2.002 1.100 2.162 1.755 2050.997 9030 3284 3616 3284 3.100 2.205 3.100 2.802 2128.188 16860 3284 3616 3284 3.100 2.205 3.100 2.802 2128.188 16830 3080 3406 3106 4.172 3.285 3.935 3.797 2203.133 24260 3080 3405 3106 4.172 3.290 3.935 3.799 2203.263 243

    Plate E1.13

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure

    InterpretationTest Values

    0

    200

    U1 U2

    800

    400

    600

    U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

  • Applied Pressure Vs. Volume y = 3E-06x3 - 0.0031x2 + 1.312x - 121.49

    y = 0.2529x - 10.795

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 20.16

    Plate E1.13.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 26-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-1 Depth 15m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.5mBGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.642 Uo1 = 3874 K1 = 0.010508Uo2 = 37.042 Uo2 = 4045 K2 = 0.010282 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.817 Uo3 = 3945 K3 = 0.009380 ` Do = 73.667 Vo = 1960.6

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 4060 4520 3449 -0.977 -2.442 2.326 -0.364 1899.964 -6160 4060 4520 3449 -0.977 -2.442 2.326 -0.364 1899.964 -6130 3809 4161 3745 0.342 -0.596 0.938 0.228 1941.466 -1960 3809 4161 3745 0.342 -0.596 0.938 0.228 1941.466 -1930 3685 4023 3674 0.993 0.113 1.271 0.792 1981.550 2160 3684 4022 3674 0.998 0.118 1.271 0.796 1981.798 2130 3554 3887 3548 1.681 0.812 1.862 1.452 2028.988 6860 3553 3887 3548 1.687 0.812 1.862 1.454 2029.115 6830 3377 3702 3378 2.611 1.763 2.659 2.345 2094.277 13460 3377 3702 3378 2.611 1.763 2.659 2.345 2094.277 13430 3084 3377 3091 4.151 3.434 4.005 3.863 2208.167 24860 3083 3377 3091 4.156 3.434 4.005 3.865 2208.300 248

    Plate E1.14

    800

    1000

    System At Doha East & West Power Generation

    & Water Production Stations, State of Kuwait.

    INCO-LAB

    Probe Volume (cm3)

    400

    600

    PRESSURE METER MODEL TRI-MOD-S

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    InterpretationTest Values

    0

    200

    U1 U2 U3 V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

  • Applied Pressure Vs. Volume y = 2E-06x3 - 0.0025x2 + 1.0918x - 155.34

    y = 0.2017x - 59.505

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 25.27

    Plate E1.14.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 1m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3886 4081 3806 0.291 0.486 0.519 0.432 1944.536 1860 3886 4081 3806 0.291 0.486 0.519 0.432 1944.536 1830 3803 3998 3755 0.693 0.911 0.801 0.802 1970.781 4460 3802 3998 3755 0.698 0.911 0.801 0.803 1970.896 4430 3730 3910 3653 1.046 1.361 1.365 1.257 2003.447 7760 3730 3909 3653 1.046 1.366 1.365 1.259 2003.570 7730 3624 3779 3493 1.560 2.031 2.249 1.947 2053.452 12760 3623 3779 3493 1.565 2.031 2.249 1.948 2053.570 12730 3477 3600 3272 2.272 2.947 3.470 2.896 2123.549 19760 3477 3600 3272 2.272 2.947 3.470 2.896 2123.549 19730 3349 3421 3051 2.892 3.862 4.692 3.815 2192.705 26660 3349 3421 3051 2.892 3.862 4.692 3.815 2192.705 266

    Plate E2.0

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = 4E-07x3 - 0.0003x2 + 0.2168x + 8.9957

    y = 0.2067x + 0.1269

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 24.23 MPa

    Plate E2.0.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 2m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3912 4051 3844 0.165 0.639 0.309 0.371 1940.235 1460 3912 4051 3844 0.165 0.639 0.309 0.371 1940.235 1430 3838 5006 3819 0.523 -4.246 0.448 -1.092 1838.528 -8860 3838 5006 3819 0.523 -4.246 0.448 -1.092 1838.528 -8830 3721 3895 3745 1.090 1.437 0.857 1.128 1994.144 6860 3721 3895 3745 1.090 1.437 0.857 1.128 1994.144 6830 3618 3787 3657 1.589 1.990 1.343 1.641 2031.158 10560 3618 3787 3657 1.589 1.990 1.343 1.641 2031.158 10530 3432 3627 3495 2.490 2.808 2.238 2.512 2095.027 16860 3432 3627 3495 2.490 2.808 2.238 2.512 2095.027 16830 3240 3484 3352 3.420 3.540 3.028 3.329 2155.980 22960 3240 3484 3352 3.420 3.540 3.028 3.329 2155.980 22930 3052 3303 3251 4.331 4.466 3.586 4.128 2216.508 29060 3052 3302 3251 4.331 4.471 3.586 4.129 2216.638 290

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    Test Values

    0

    200

    U1 U2

    1200

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    Interpretation

  • Plate E2.1

    Applied Pressure vs. Volume

    y = -8E-06x3 + 0.0077x2 - 1.7156x + 6.8457

    y = 0.1851x - 6.4286

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 27.6 MPa

    Plate E2.1.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 3 m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3920 4115 3802 0.126 0.312 0.542 0.327 1937.080 1160 3920 4115 3802 0.126 0.312 0.542 0.327 1937.080 1130 3840 4021 3750 0.513 0.793 0.829 0.712 1964.386 3860 3840 4021 3750 0.513 0.793 0.829 0.712 1964.386 3830 3738 3910 3642 1.008 1.361 1.426 1.265 2003.976 7760 3738 3910 3642 1.008 1.361 1.426 1.265 2003.976 7730 3606 3755 3478 1.647 2.154 2.332 2.044 2060.593 13460 3605 3755 3478 1.652 2.154 2.332 2.046 2060.711 13430 3459 3573 3278 2.359 3.085 3.437 2.960 2128.327 20260 3459 3753 3278 2.359 2.164 3.437 2.653 2105.489 17930 3324 3403 3065 3.013 3.954 4.614 3.860 2196.145 27060 3324 3402 3065 3.013 3.959 4.614 3.862 2196.275 270

    Plate E2.2

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = 2E-07x3 - 4E-05x2 + 0.1622x + 5.2679

    y = 0.2408x - 13.178

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 20.80 MPa

    Plate E2.2.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 4m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3878 4113 3845 0.329 0.322 0.304 0.319 1936.517 1060 3878 4113 3845 0.329 0.322 0.304 0.319 1936.517 1030 3744 3977 3780 0.978 1.018 0.663 0.887 1976.850 5060 3744 3977 3780 0.978 1.018 0.663 0.887 1976.850 5030 3657 3882 3698 1.400 1.504 1.116 1.340 2009.410 8360 3657 3882 3698 1.400 1.504 1.116 1.340 2009.410 8330 3546 3774 3590 1.938 2.056 1.713 1.902 2050.223 12460 3546 3774 3590 1.938 2.056 1.713 1.902 2050.223 12430 3380 3524 3414 2.742 3.335 2.686 2.921 2125.387 19960 3380 3524 3414 2.742 3.335 2.686 2.921 2125.387 19930 3210 3278 3237 3.565 4.594 3.664 3.941 2202.263 27660 3210 3278 3237 3.565 4.594 3.664 3.941 2202.263 276

    Plate E2.3

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    0

    200

    U1 U2

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

  • Applied Pressure vs. Volume

    y = 4E-07x3 - 0.0004x2 + 0.2935x + 4.9863

    y = 0.1834x + 12.244

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 27.31 MPa

    Plate E2.3.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695

    Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 5m Gauge Factor 7.79

    Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3868 4150 3841 0.378 0.133 0.326 0.279 1933.725 760 3868 4150 3841 0.378 0.133 0.326 0.279 1933.725 730 3796 4088 3790 0.727 0.450 0.608 0.595 1956.077 3060 3796 4088 3790 0.727 0.450 0.608 0.595 1956.077 3030 3705 3995 3723 1.167 0.926 0.978 1.024 1986.672 6060 3705 3994 3723 1.167 0.931 0.978 1.026 1986.794 6030 3553 3862 3625 1.904 1.606 1.520 1.677 2033.774 10760 3553 3862 3625 1.904 1.606 1.520 1.677 2033.774 10730 3443 3795 3552 2.437 1.949 1.923 2.103 2064.893 13860 3443 3795 3552 2.437 1.949 1.923 2.103 2064.893 13830 3416 3773 3531 2.567 2.062 2.039 2.223 2073.687 14760 3416 3773 3531 2.567 2.062 2.039 2.223 2073.687 14730 3402 3762 3517 2.635 2.118 2.116 2.290 2078.626 15260 3402 3761 3517 2.635 2.123 2.116 2.292 2078.752 15230 3393 3755 3512 2.679 2.154 2.144 2.325 2081.254 15560 3393 3755 3512 2.679 2.154 2.144 2.325 2081.254 15530 3387 3750 3507 2.708 2.179 2.172 2.353 2083.274 15760 3387 3750 3507 2.708 2.179 2.172 2.353 2083.274 15730 3380 3745 3502 2.742 2.205 2.199 2.382 2085.415 15960 3380 3744 3502 2.742 2.210 2.199 2.384 2085.541 15930 3374 3740 3498 2.771 2.230 2.221 2.408 2087.303 16160 3374 3740 3498 2.771 2.230 2.221 2.408 2087.303 16130 3368 3736 3494 2.800 2.251 2.244 2.431 2089.065 16360 3368 3736 3494 2.800 2.251 2.244 2.431 2089.065 16330 3365 3734 3492 2.814 2.261 2.255 2.443 2089.947 16360 3364 3733 3492 2.819 2.266 2.255 2.447 2090.192 16430 3358 3727 3486 2.848 2.297 2.288 2.478 2092.480 16660 3358 3726 3486 2.848 2.302 2.288 2.479 2092.606 16630 3356 3723 3484 2.858 2.317 2.299 2.491 2093.495 16760 3355 3723 3484 2.863 2.317 2.299 2.493 2093.614 16730 3350 3716 3480 2.887 2.353 2.321 2.520 2095.639 16960 3350 3716 3480 2.887 2.353 2.321 2.520 2095.639 16930 3344 3709 3475 2.916 2.389 2.349 2.551 2097.920 17160 3344 3709 3475 2.916 2.389 2.349 2.551 2097.920 171

    Plate E2.4

    1200

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+3

    Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    1400

    1600

    1800

    2000

    3000

    3200

    2200

    2400

    2600

    2800

  • y = 2E-07x3 - 8E-05x2 + 0.136x + 3.590

    y = 0.194x - 12.02

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    V

    (

    c

    m

    3

    )

    Applied Pressure (kPa)

    Applied Pressure vs. Volume

    priyaText BoxPlate E2.4.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 6m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3847 4082 3953 0.480 0.481 -0.293 0.223 1929.748 360 3847 4082 3953 0.480 0.481 -0.293 0.223 1929.748 330 3780 4014 3878 0.804 0.829 0.122 0.585 1955.362 2960 3780 4013 3878 0.804 0.834 0.122 0.587 1955.483 2930 3683 3920 3790 1.274 1.310 0.608 1.064 1989.539 6360 3683 3920 3790 1.274 1.310 0.608 1.064 1989.539 6330 3563 3803 3674 1.855 1.908 1.249 1.671 2033.352 10760 3563 3803 3674 1.855 1.908 1.249 1.671 2033.352 10730 3421 3661 3534 2.543 2.634 2.023 2.400 2086.750 16060 3421 3661 3534 2.543 2.634 2.023 2.400 2086.750 16030 3292 3531 3405 3.168 3.299 2.735 3.068 2136.347 21060 3292 3531 3405 3.168 3.299 2.735 3.068 2136.347 21030 3087 3317 3193 4.161 4.394 3.907 4.154 2218.530 29260 3087 3317 3193 4.161 4.394 3.907 4.154 2218.530 292

    Plate E2.5

    1200

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = 6E-08x3 + 5E-05x2 + 0.125x + 1.6017

    y = 0.1947x - 11.622

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 25.73 MPa

    Plate E2.5.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 7m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.609 Uo1 = 3890 K1 = 0.010333Uo2 = 36.739 Uo2 = 4128 K2 = 0.010049 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.394 Uo3 = 3950 K3 = 0.010350 Do = 73.161 Vo = 1933.8

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3928 4050 3898 -0.196 0.392 0.269 0.155 1927.406 -660 3928 4050 3898 -0.196 0.392 0.269 0.155 1927.406 -630 3857 4019 3823 0.170 0.548 0.657 0.458 1948.831 1560 3857 4018 3823 0.170 0.553 0.657 0.460 1948.950 1530 3747 3926 3720 0.739 1.015 1.190 0.981 1986.068 5260 3747 3926 3720 0.739 1.015 1.190 0.981 1986.068 5230 3609 3805 3596 1.452 1.623 1.832 1.636 2033.252 9960 3608 3805 3596 1.457 1.623 1.832 1.637 2033.377 10030 3481 3704 3474 2.113 2.130 2.463 2.236 2077.110 14360 3481 3704 3474 2.113 2.130 2.463 2.236 2077.110 14330 3286 3570 3264 3.121 2.804 3.550 3.158 2145.618 21260 3286 3570 3264 3.121 2.804 3.550 3.158 2145.618 21230 3167 3459 3057 3.735 3.361 4.621 3.906 2202.124 26860 3167 3459 3057 3.735 3.361 4.621 3.906 2202.124 268

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    Test Values

    0

    200

    U1 U2

    1200

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    Interpretation

    priyaText BoxPlate E2.6

  • Plate E2.6

    Applied Pressure vs. Volume

    y = -2E-07x3 + 0.0003x2 + 0.0305x - 3.1959

    y = 0.2111x - 28.76

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 23.82 MPa

    Plate E2.6.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 8 m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3882 4068 3906 0.310 0.552 -0.033 0.276 1933.548 760 3882 4068 3906 0.310 0.552 -0.033 0.276 1933.548 730 3806 3998 3829 0.678 0.911 0.392 0.660 1960.730 3460 3806 3998 3829 0.678 0.911 0.392 0.660 1960.730 3430 3686 3889 3726 1.259 1.468 0.962 1.230 2001.459 7560 3686 3889 3726 1.259 1.468 0.962 1.230 2001.459 7530 3563 3765 3606 1.855 2.102 1.625 1.861 2047.189 12160 3562 3765 3606 1.860 2.102 1.625 1.862 2047.306 12130 3340 3563 3372 2.935 3.136 2.918 2.996 2131.019 20460 3339 3563 3372 2.940 3.136 2.918 2.998 2131.139 20530 3092 3313 3069 4.137 4.415 4.592 4.381 2235.944 30960 3092 3313 3069 4.137 4.415 4.592 4.381 2235.944 309

    Plate E2.7

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    0

    200

    U1 U2

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

  • Applied Pressure vs. Volume

    y = -1E-07x3 + 0.0002x2 + 0.1201x + 3.5019

    y = 0.2164x - 9.956

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 23.15 MPa

    Plate E2.7.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 9 m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 4018 4183 3711 -0.349 -0.036 1.044 0.220 1929.567 360 4018 4183 3711 -0.349 -0.036 1.044 0.220 1929.567 330 3841 4060 3731 0.509 0.593 0.934 0.679 1962.030 3560 3840 4060 3730 0.513 0.593 0.939 0.682 1962.276 3630 3695 3947 3627 1.216 1.171 1.509 1.299 2006.424 8060 3695 3947 3627 1.216 1.171 1.509 1.299 2006.424 8030 3557 3836 3495 1.884 1.739 2.238 1.954 2053.986 12760 3557 3836 3495 1.884 1.739 2.238 1.954 2053.986 12730 3368 3682 3295 2.800 2.527 3.343 2.890 2123.087 19760 3368 3682 3295 2.800 2.527 3.343 2.890 2123.087 19730 3174 3511 3074 3.740 3.402 4.564 3.902 2199.299 27360 3174 3511 3074 3.740 3.402 4.564 3.902 2199.299 273

    Plate E2.8

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = -1E-07x3 + 0.0002x2 + 0.1354x + 1.5114

    y = 0.2293x - 10.693

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 21.84 MPa

    Plate E2.8.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 10 m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3885 4164 3830 0.295 0.061 0.387 0.248 1931.536 560 3885 4164 3830 0.295 0.061 0.387 0.248 1931.536 530 3800 4082 3777 0.707 0.481 0.680 0.623 1958.046 3260 3800 4082 3776 0.707 0.481 0.685 0.624 1958.177 3230 3708 3998 3678 1.153 0.911 1.227 1.097 1991.902 6560 3708 3998 3678 1.153 0.911 1.227 1.097 1991.902 6530 3595 3898 3543 1.700 1.422 1.973 1.698 2035.361 10960 3595 3898 3543 1.700 1.422 1.973 1.698 2035.361 10930 3460 3775 3378 2.354 2.051 2.885 2.430 2088.963 16260 3460 3774 3378 2.354 2.056 2.885 2.432 2089.089 16330 3212 3552 3094 3.555 3.192 4.454 3.734 2186.529 26060 3212 3551 3094 3.555 3.197 4.454 3.736 2186.658 260

    Plate E2.9

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    0

    200

    U1 U2

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

  • Applied Pressure vs. Volume

    y = 1E-07x3

    - 7E-06x2

    + 0.1428x + 2.4958

    y = 0.193x - 8.582

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 25.92 MPa

    Plate E2.9.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 11 m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3826 4381 3774 0.581 -1.049 0.696 0.076 1919.467 -760 3826 4381 3774 0.581 -1.049 0.696 0.076 1919.467 -730 3719 4299 3751 1.100 -0.629 0.823 0.431 1944.481 1860 3718 4298 3750 1.104 -0.624 0.829 0.436 1944.846 1830 3586 4232 3689 1.744 -0.286 1.166 0.874 1975.987 4960 3585 4232 3689 1.749 -0.286 1.166 0.876 1976.102 5030 3374 4127 3523 2.771 0.251 2.083 1.702 2035.594 10960 3374 4127 3523 2.771 0.251 2.083 1.702 2035.594 10930 3094 4009 3308 4.127 0.854 3.271 2.751 2112.733 18660 3094 4009 3308 4.127 0.854 3.271 2.751 2112.733 186

    Plate E2.10

    600

    0

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    U3 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    400

    200

    U1 U2

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    PRESSURE METER MODEL TRI-MOD-S

    Applied Pressure vs. Volume

    y = 4E-07x3 - 0.0001x2 + 0.117x - 3.53865000

  • Applied Pressure vs. Volume

    y = 4E-07x3 - 0.0001x2 + 0.117x - 3.5386

    y = 0.2269x - 31.777

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 22.08 MPa

    Plate E2.10.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695

    Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 12m Gauge Factor 7.79

    Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3988 4078 3872 -0.203 0.501 0.155 0.151 1924.706 -260 3988 4078 3872 -0.203 0.501 0.155 0.151 1924.706 -230 3922 4009 3823 0.116 0.854 0.426 0.465 1946.894 2060 3922 4008 3822 0.116 0.859 0.431 0.469 1947.145 2130 3823 3911 3740 0.596 1.356 0.884 0.945 1981.044 5460 3822 3910 3740 0.601 1.361 0.884 0.949 1981.281 5530 3714 3779 3626 1.124 2.031 1.514 1.556 2025.045 9960 3713 3779 3626 1.129 2.031 1.514 1.558 2025.162 9930 3587 3655 3517 1.739 2.665 2.116 2.174 2070.079 14460 3587 3655 3517 1.739 2.665 2.116 2.174 2070.079 14430 3407 3508 3372 2.611 3.417 2.918 2.982 2129.943 20360 3407 3508 3372 2.611 3.417 2.918 2.982 2129.943 20330 3264 3327 3241 3.304 4.343 3.642 3.763 2188.723 26260 3264 3327 3241 3.304 4.343 3.642 3.763 2188.723 26230 3234 3275 3206 3.449 4.609 3.835 3.964 2204.050 27860 3234 3275 3205 3.449 4.609 3.841 3.966 2204.191 278

    Plate E2.11

    1200

    1000

    400

    600

    800

    Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    Interpretation

    1400

    Probe Radius Measure Coefficients of Calibration

    200

    INCO-LAB

    Probe Volume (cm3)

    Test Values

    0

    U1 U2 U3

    PRESSURE METER MODEL TRI-MOD-S

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

  • y = -6E-08x3 + 0.000x2 + 0.071x - 0.919

    y = 0.195x - 20.03-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    V

    (

    c

    m

    3

    )

    Applied Pressure (kPa)

    Applied Pressure vs. Volume

    P2P1

    E = 25.69 MPa

    Plate E2.11.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 13m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 4155 4239 3752 -1.012 -0.322 0.818 -0.172 1902.066 -2460 4155 4239 3752 -1.012 -0.322 0.818 -0.172 1902.066 -2430 4061 4139 3703 -0.557 0.189 1.089 0.240 1930.999 460 4061 4139 3703 -0.557 0.189 1.089 0.240 1930.999 430 3946 4026 3642 0.000 0.767 1.426 0.731 1965.757 3960 3945 4026 3641 0.005 0.767 1.431 0.734 1966.003 3930 3741 3862 3530 0.993 1.606 2.045 1.548 2024.444 9860 3740 3862 3530 0.998 1.606 2.045 1.550 2024.561 9830 3583 3736 3427 1.758 2.251 2.614 2.208 2072.585 14660 3583 3736 3426 1.758 2.251 2.619 2.210 2072.721 14630 3495 3668 3362 2.185 2.599 2.973 2.585 2100.455 17460 3494 3667 3362 2.189 2.604 2.973 2.589 2100.701 17430 3419 3602 3309 2.553 2.936 3.266 2.918 2125.196 19960 3419 3602 3309 2.553 2.936 3.266 2.918 2125.196 19930 3315 3550 3268 3.057 3.202 3.492 3.250 2150.049 22460 3315 3550 3267 3.057 3.202 3.498 3.252 2150.188 22430 3232 3492 3203 3.459 3.499 3.852 3.603 2176.626 25060 3232 3491 3202 3.459 3.504 3.857 3.607 2176.894 25030 3177 3459 3170 3.725 3.668 4.034 3.809 2192.229 26660 3177 3458 3710 3.725 3.673 1.050 2.816 2117.571 19130 3074 3390 3110 4.224 4.021 4.366 4.203 2222.310 29660 3070 3389 3110 4.243 4.026 4.366 4.212 2222.936 296

    Plate E2.12

    1400

    1600

    1800

    2000

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    Test Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3

    1200

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    Interpretation

  • y = 1E-07x3 + 0.000x2 + 0.046x - 12.23

    y = 0.233x - 46.25

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    V

    (

    c

    m

    3

    )

    Applied Pressure (kPa)

    Applied Pressure vs. Volume

    P2P1

    E = 21.42 MPa

    Plate E2.12.1

  • Project Soil Investigation forNew SWRODesalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 14m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3790 4214 3798 0.756 -0.194 0.564 0.375 1940.502 1460 3790 4214 3798 0.756 -0.194 0.564 0.375 1940.502 1430 3748 4117 3734 0.959 0.302 0.917 0.726 1965.406 3960 3747 4116 3733 0.964 0.307 0.923 0.731 1965.773 3930 3689 4018 3663 1.245 0.808 1.310 1.121 1993.640 6760 3687 4018 3662 1.255 0.808 1.315 1.126 1994.004 6730 3608 3884 3570 1.637 1.494 1.824 1.652 2031.957 10560 3608 3884 3570 1.637 1.494 1.824 1.652 2031.957 10530 3561 3820 3518 1.865 1.821 2.111 1.932 2052.411 12660 3560 3820 3517 1.870 1.821 2.116 1.936 2052.664 12630 3516 3763 3470 2.083 2.113 2.376 2.191 2071.332 14560 3515 3763 3470 2.088 2.113 2.376 2.192 2071.450 14530 3471 3700 3421 2.301 2.435 2.647 2.461 2091.247 16560 3470 3700 3421 2.306 2.435 2.647 2.463 2091.366 16530 3437 3663 3391 2.466 2.624 2.813 2.634 2104.068 17860 3436 3662 3391 2.470 2.629 2.813 2.638 2104.315 17830 3374 3587 3330 2.771 3.013 3.150 2.978 2129.640 20360 3373 3587 3330 2.776 3.013 3.150 2.979 2129.761 20330 3345 3558 3301 2.911 3.161 3.310 3.128 2140.835 21460 3345 3558 3301 2.911 3.161 3.310 3.128 2140.835 21430 3294 3506 3525 3.158 3.427 2.072 2.886 2122.784 19660 3293 3505 3252 3.163 3.433 3.581 3.392 2160.707 23430 3232 3440 3191 3.459 3.765 3.918 3.714 2185.013 25860 3231 3440 3190 3.463 3.765 3.923 3.717 2185.275 259

    Plate E2.13

    2200

    1400

    1600

    1800

    2000

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    Test Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3

    1200

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait. System at Doha East & West Power Generation

    800

    Interpretation

  • y = 3E-07x3 - 0.000x2 + 0.194x + 6.979

    y = 0.165x + 4.517

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    V

    (

    c

    m

    3

    )

    Applied Pressure (kPa)

    Applied Pressure vs. Volume

    P2P1

    E = 30.27 MPa

    Plate E2.13.1

  • Project Soil Investigation forNew SWRODesalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 23-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-2 Depth 15m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.587 Uo1 = 3946 K1 = 0.009688Uo2 = 36.551 Uo2 = 4176 K2 = 0.010231 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.398 Uo3 = 3900 K3 = 0.011052 Do = 73.024 Vo = 1926.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3880 4404 3752 0.320 -1.166 0.818 -0.010 1913.443 -1360 3880 4404 3752 0.320 -1.166 0.818 -0.010 1913.443 -1330 3792 4282 3698 0.746 -0.542 1.116 0.440 1945.100 1960 3791 4282 3697 0.751 -0.542 1.122 0.443 1945.344 1930 3652 4099 3598 1.424 0.394 1.669 1.162 1996.611 7060 3651 4099 3597 1.429 0.394 1.674 1.166 1996.859 7030 3520 3921 3489 2.064 1.304 2.271 1.880 2048.570 12260 3520 3921 3488 2.064 1.304 2.277 1.882 2048.705 12230 3393 3746 3390 2.679 2.200 2.818 2.566 2098.983 17260 3393 3745 3390 2.679 2.205 2.818 2.567 2099.109 17330 3319 3624 3327 3.037 2.824 3.166 3.009 2131.974 20560 3318 3623 3327 3.042 2.829 3.166 3.012 2132.222 20630 3265 3548 3288 3.299 3.213 3.382 3.298 2153.603 22760 3265 3547 3288 3.299 3.218 3.382 3.299 2153.731 22730 3208 3455 3244 3.575 3.688 3.625 3.629 2178.617 25260 3208 3454 3243 3.575 3.693 3.631 3.633 2178.885 25230 3143 3389 3200 3.890 4.026 3.868 3.928 2201.278 27560 3143 3389 3200 3.890 4.026 3.868 3.928 2201.278 27530 3094 3326 3156 4.127 4.348 4.111 4.196 2221.706 29560 3094 3326 3156 4.127 4.348 4.111 4.196 2221.706 295

    Plate E2.14

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait. System at Doha East & West Power Generation

    InterpretationV=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    Test Values

    U1 U2 U3

    1400

    1600

    1800

    Probe Radius

    0

    200

    1200

    1000

    800

  • Applied Pressure vs. Volume

    y = -5E-07x3 + 0.0006x2 + 0.0183x - 6.5503

    y = 0.2584x - 32.935

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 19.38 MPa

    Plate E2.14.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 16-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 1m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 4.20 m BGL Operator Probe S/N 59A0401

    Uo1 = 35.92 Uo1 = 4038 K1 = 0.010544Uo2 = 35.998 Uo2 = 4299 K2 = 0.010081 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.081 Uo3 = 4021 K3 = 0.010231 Do = 71.999 Vo = 1872.9

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3861 4097 3862 0.933 1.018 0.813 0.922 1961.260 8860 3861 4097 3862 0.933 1.018 0.813 0.922 1961.260 8830 3809 4040 3807 1.207 1.305 1.095 1.202 1981.353 10860 3809 4040 3807 1.207 1.305 1.095 1.202 1981.353 10830 3682 3914 3677 1.877 1.941 1.760 1.859 2028.784 15660 3682 3914 3677 1.877 1.941 1.760 1.859 2028.784 15630 3344 3576 3337 3.659 3.644 3.499 3.601 2157.822 28560 3344 3576 3337 3.659 3.644 3.499 3.601 2157.822 28530 3188 3420 3182 4.481 4.431 4.292 4.401 2218.704 34660 3188 3420 3182 4.481 4.431 4.292 4.401 2218.704 346

    Plate E3.0

    800

    Interpretation

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    Test Values

    0

    200

    U1 U2 U3 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = 2E-06x3 - 0.0014x2 + 0.5277x + 44.202

    y = 0.2372x + 61.065

    -500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 20.53 MPa

    Plate E3.0.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 16-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 3m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 4.20 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 35.92 Uo1 = 4038 K1 = 0.010544Uo2 = 35.998 Uo2 = 4299 K2 = 0.010081 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.081 Uo3 = 4021 K3 = 0.010231 Do = 71.999 Vo = 1872.9

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3895 4194 3942 0.754 0.529 0.404 0.562 1935.752 6360 3895 4194 3942 0.754 0.529 0.404 0.562 1935.752 6330 3846 4108 3848 1.012 0.963 0.885 0.953 1963.525 9160 3846 4108 3848 1.012 0.963 0.885 0.953 1963.525 9130 3641 3888 3633 2.093 2.072 1.985 2.050 2042.689 17060 3641 3888 3633 2.093 2.072 1.985 2.050 2042.689 17030 3488 3730 3481 2.900 2.868 2.762 2.843 2101.136 22860 3488 3730 3481 2.900 2.868 2.762 2.843 2101.136 22830 3150 3394 3175 4.682 4.562 4.328 4.524 2228.100 35560 3150 3394 3175 4.682 4.562 4.328 4.524 2228.100 355

    Plate E3.1

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    U1 U2 U3 R=(R1+R2+R3)/ 3

    800

    Interpretation

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    Test Values

    0

    200

  • Applied Pressure vs. Volume

    y = -8E-07x3 + 0.0008x2 + 0.1785x + 31.447

    y = 0.344x + 25.316-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 14.16 MPa

    Plate E3.1.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 18-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 3m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.206 Uo1 = 4015 K1 = 0.010131Uo2 = 36.186 Uo2 = 4292 K2 = 0.009968 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.429 Uo3 = 3959 K3 = 0.010455 Do = 72.547 Vo = 1901.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3941 4200 3962 0.375 0.459 -0.016 0.273 1924.898 2360 3941 4200 3962 0.375 0.459 -0.016 0.273 1924.898 2330 3837 4087 3834 0.902 1.022 0.653 0.859 1966.449 6560 3835 4086 3834 0.912 1.027 0.653 0.864 1966.808 6530 3718 3970 3716 1.504 1.605 1.270 1.460 2009.580 10860 3717 3970 3716 1.510 1.605 1.270 1.462 2009.702 10830 3535 3810 3561 2.431 2.402 2.081 2.305 2071.165 17060 3534 3809 3561 2.437 2.407 2.081 2.308 2071.411 17030 3341 3628 3402 3.414 3.309 2.912 3.212 2138.500 23760 3340 3627 3402 3.419 3.314 2.912 3.215 2138.751 23730 3098 3426 3277 4.645 4.316 3.565 4.175 2211.435 31060 3098 3426 3277 4.645 4.316 3.565 4.175 2211.435 310

    Plate E3.2

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    0

    200

    U1 U2

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

  • Applied Pressure vs. Volume

    y = 6E-07x3 - 0.0005x2 + 0.3442x + 11.712

    y = 0.2615x + 9.8961-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 18.91 MPa

    Plate E3.2.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 18-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 4m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.206 Uo1 = 4015 K1 = 0.010131Uo2 = 36.186 Uo2 = 4292 K2 = 0.009968 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.429 Uo3 = 3959 K3 = 0.010455 Do = 72.547 Vo = 1901.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3938 4214 3653 0.390 0.389 1.600 0.793 1961.736 6060 3938 4214 3653 0.390 0.389 1.600 0.793 1961.736 6030 3834 4080 3868 0.917 1.057 0.476 0.816 1963.416 6260 3833 4080 3864 0.922 1.057 0.497 0.825 1964.033 6330 3712 3957 3772 1.535 1.670 0.978 1.394 2004.827 10360 3711 3957 3769 1.540 1.670 0.993 1.401 2005.326 10430 3562 3810 3642 2.295 2.402 1.657 2.118 2057.459 15660 3562 3810 3639 2.295 2.402 1.673 2.123 2057.842 15630 3418 3690 3518 3.024 3.000 2.305 2.777 2106.036 20560 3417 3689 3517 3.029 3.005 2.311 2.782 2106.414 20530 3095 3432 3244 4.660 4.286 3.738 4.228 2215.457 31460 3095 3432 3243 4.660 4.286 3.743 4.230 2215.590 314

    Plate E3.3

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = 5E-08x3 + 8E-05x2 + 0.1439x + 30.131

    y = 0.2345x + 13.783-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 21.08 MPa

    Plate E3.3.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695

    Date 18-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 5m Gauge Factor 7.79

    Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.206 Uo1 = 4015 K1 = 0.010131Uo2 = 36.186 Uo2 = 4292 K2 = 0.009968 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.429 Uo3 = 3959 K3 = 0.010455 Do = 72.547 Vo = 1901.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 4014 4226 3922 0.005 0.329 0.193 0.176 1918.093 1760 4014 4226 3922 0.005 0.329 0.193 0.176 1918.093 1730 3876 4042 3835 0.704 1.246 0.648 0.866 1966.960 6560 376 4042 3834 18.433 1.246 0.653 6.778 2415.521 51430 3675 3860 3764 1.722 2.153 1.019 1.632 2022.007 12160 3675 3860 3764 1.722 2.153 1.019 1.632 2022.007 12130 3574 3759 3717 2.234 2.656 1.265 2.052 2052.612 15160 3574 3759 3717 2.234 2.656 1.265 2.052 2052.612 15130 35522 3705 3671 -159.599 2.926 1.506 -51.723 347.689 -155460 3522 3705 3671 2.497 2.926 1.506 2.309 2071.511 17030 3480 3662 3630 2.710 3.140 1.720 2.523 2087.271 18660 3480 3662 3630 2.710 3.140 1.720 2.523 2087.271 18630 3451 3632 3613 2.857 3.289 1.809 2.652 2096.772 19560 3451 36362 3613 2.857 -159.837 1.809 -51.724 347.701 -155430 3440 3607 3606 2.913 3.414 1.845 2.724 2102.132 20160 3440 3606 3606 2.913 3.419 1.845 2.726 2102.255 20130 3420 3584 3594 3.014 3.529 1.908 2.817 2109.030 20860 3420 3583 3594 3.014 3.534 1.908 2.819 2109.153 20830 3407 3566 3580 3.080 3.618 1.981 2.893 2114.702 21360 3706 3565 3579 1.565 3.623 1.986 2.392 2077.563 17630 3390 3541 3567 3.166 3.743 2.049 2.986 2121.624 22060 3389 3540 3567 3.171 3.748 2.049 2.989 2121.874 22030 3369 3510 3553 3.272 3.897 2.122 3.097 2129.940 22860 3369 3509 3553 3.272 3.902 2.122 3.099 2130.064 22930 3360 3497 3548 3.318 3.962 2.149 3.143 2133.344 23260 3359 3496 3548 3.323 3.967 2.149 3.146 2133.594 23230 3348 3477 3539 3.379 4.062 2.196 3.212 2138.523 23760 3347 3472 3539 3.384 4.087 2.196 3.222 2139.273 23830 3321 3421 3519 3.515 4.341 2.300 3.386 2151.547 25060 3320 3420 3519 3.521 4.346 2.300 3.389 2151.799 25030 3308 3398 3511 3.581 4.456 2.342 3.460 2157.124 25660 3307 3396 3511 3.586 4.466 2.342 3.465 2157.501 25630 3286 3360 3492 3.693 4.645 2.441 3.593 2167.184 26660 3284 3359 3991 3.703 4.650 -0.167 2.729 2102.470 20130 3266 3341 3481 3.794 4.740 2.499 3.678 2173.572 27260 3261 3340 3481 3.819 4.745 2.499 3.688 2174.337 27330 3237 3324 3470 3.941 4.825 2.556 3.774 2180.871 27960 3237 3324 3470 3.941 4.825 2.556 3.774 2180.871 279

    Plate E3.4

    3600

    2800

    3000

    3200

    3400

    2000

    2200

    2400

    2600

    1200

    1400

    1600

    1800

    Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    R=(R1+R2+R3)/ 3

    V=h(2D2+DDo+3Do2/4) / 15

    V=V-Vo (cm3)

    INCO-LAB

    Probe Volume (cm3)

    0

    200

    U1 U2

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

  • Applied Pressure vs. Volume

    y = 3E-05x3 - 0.0278x2 + 6.9824x + 8.309

    y = -1.9676x + 907.56-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 2.51 MPa

    Plate E3.4.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 18-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 6m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.206 Uo1 = 4015 K1 = 0.010131Uo2 = 36.186 Uo2 = 4292 K2 = 0.009968 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.429 Uo3 = 3959 K3 = 0.010455 Do = 72.547 Vo = 1901.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3959 4194 3886 0.284 0.488 0.382 0.385 1932.794 3160 3959 4194 3886 0.284 0.488 0.382 0.385 1932.794 3130 3774 4019 3774 1.221 1.361 0.967 1.183 1989.628 8860 3772 4019 3774 1.231 1.361 0.967 1.186 1989.870 8830 3638 3884 3651 1.910 2.033 1.610 1.851 2037.959 13660 3637 3884 3651 1.915 2.033 1.610 1.853 2038.082 13730 3479 3721 3498 2.715 2.846 2.410 2.657 2097.161 19660 3479 3721 3498 2.715 2.846 2.410 2.657 2097.161 19630 3274 3502 3294 3.754 3.937 3.476 3.722 2176.968 27560 3273 3502 3294 3.759 3.937 3.476 3.724 2177.096 27630 3093 3326 3132 4.670 4.815 4.323 4.603 2244.227 34360 3093 3326 3132 4.670 4.815 4.323 4.603 2244.227 343

    Plate E3.5

    1000

    U3

    PRESSURE METER MODEL TRI-MOD-S

    400

    600

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    800

    InterpretationTest Values

    0

    200

    U1 U2 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

  • Applied Pressure vs. Volume

    y = 7E-07x3 - 0.0007x2 + 0.484x + 15.66

    y = 0.2682x + 32.939-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 18.43 MPa

    Plate E3.5.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 18-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 7m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.206 Uo1 = 4015 K1 = 0.010131Uo2 = 36.186 Uo2 = 4292 K2 = 0.009968 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.429 Uo3 = 3959 K3 = 0.010455 Do = 72.547 Vo = 1901.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3972 4157 3881 0.218 0.673 0.408 0.433 1936.200 3560 3972 4157 3881 0.218 0.673 0.408 0.433 1936.200 3530 3855 4027 3788 0.810 1.321 0.894 1.008 1977.123 7660 3855 4025 3788 0.810 1.331 0.894 1.012 1977.361 7630 3649 3776 3552 1.854 2.572 2.128 2.184 2062.327 16160 3649 3775 3552 1.854 2.577 2.128 2.186 2062.449 16130 3424 3509 3293 2.994 3.902 3.482 3.459 2157.093 25660 3424 3509 3293 2.994 3.902 3.482 3.459 2157.093 25630 3217 3324 3093 4.042 4.825 4.527 4.465 2233.597 33260 3217 3324 3093 4.042 4.825 4.527 4.465 2233.597 332

    Plate E3.6

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    200

    U1 U2

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    PRESSURE METER MODEL TRI-MOD-S

    800

    InterpretationTest Values

    U3 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    400

    600

    0

  • Applied Pressure vs. Volume

    y = -4E-07x3 + 0.0005x2 + 0.1979x + 17.363

    y = 0.4493x - 15.573-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 11.0 MPa

    Plate E3.6.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 18-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 8m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.206 Uo1 = 4015 K1 = 0.010131Uo2 = 36.186 Uo2 = 4292 K2 = 0.009968 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.429 Uo3 = 3959 K3 = 0.010455 Do = 72.547 Vo = 1901.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3934 4215 3876 0.410 0.384 0.434 0.409 1934.541 3360 3934 4215 3876 0.410 0.384 0.434 0.409 1934.541 3330 3833 4045 3763 0.922 1.231 1.025 1.059 1980.760 7960 3833 4045 3763 0.922 1.231 1.025 1.059 1980.760 7930 3667 3839 3545 1.763 2.258 2.164 2.062 2053.327 15260 3666 3839 3545 1.768 2.258 2.164 2.063 2053.450 15230 3546 3688 3348 2.376 3.010 3.194 2.860 2112.237 21160 3546 3688 3348 2.376 3.010 3.194 2.860 2112.237 21130 3382 3544 3134 3.206 3.728 4.313 3.749 2178.988 27860 3382 3544 3134 3.206 3.728 4.313 3.749 2178.988 278

    Plate E3.7

    800

    InterpretationTest Values

    U3 R=(R1+R2+R3)/ 3V=h(2D2+DDo+

    3Do2/4) / 15V=V-Vo

    (cm3)

    400

    600

    0

    INCO-LAB

    Probe Volume (cm3)Probe Radius Measure Coefficients of Calibration Probe Diameter (cm)

    PRESSURE METER MODEL TRI-MOD-S

    & Water Production Stations, State of Kuwait.

    System at Doha East & West Power Generation

    200

    U1 U2

  • Applied Pressure vs. Volume

    y = -5E-07x3 + 0.0004x2 + 0.2492x + 16.533

    y = 0.3287x + 15.864-500

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400

    Applied Pressure (kPa)

    V

    (

    c

    m

    3

    )

    P2P1

    E = 15.04 MPa

    Plate E3.7.1

  • Project Soil Investigation forNew SWRO

    Desalination Plant with Re Carbonation

    Readout S/N P3500 - 148695Date 18-May-13 Test No. 1 Balance 0.5 K

    Owner Ministry of Electricity & Water BH No. PMT-3 Depth 9m Gauge Factor 7.79Consultant NAPESCO. Water Lvl. 3.45 m BGL Operator Lester Probe S/N 59A0401

    Uo1 = 36.206 Uo1 = 4015 K1 = 0.010131Uo2 = 36.186 Uo2 = 4292 K2 = 0.009968 Do = 2.(Ro1+Ro2+Ro3)/3 Vo = .h.Do2/4Uo3 = 36.429 Uo3 = 3959 K3 = 0.010455 Do = 72.547 Vo = 1901.5

    Pressure Temps R1 = R2 = R3 =(kPa) (sec) K1.U1/2 K2.U2/2 K3.U3/2

    30 3902 4182 3910 0.572 0.548 0.256 0.459 1938.047 3760 3902 4182 3910 0.572 0.548 0.256 0.459 1938.047 3730 3825 4042 3808 0.962 1.246 0.789 0.999 1976.471 7560 3824 4042 3807 0.968 1.246 0.795 1.003 1976.717 7530 3730 3873 3651 1.444 2.088 1.610 1.714 2027.990 12760 3730 3873 3651 1.444 2.088 1.610 1.714 2027.990 12730 3546 3559 3440 2.376 3.653 2.713 2.914 2116