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RR333 Appendices - An experimental investigation of bund ... · PDF fileTable 1.2 Test configuration identities A Test Tank height, Bund radius, Bund height, Dynamic Bund probe configuration

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  • Table 1.1 HSE test matrix

    All dimensions in mmTests have R = 300 mm and maximum r < 000 mm; vertical bund only

    A. Tall Tank

    2

    R 300 H 600 R/H 0.5

    Radius of bund (in mm) for different values of h (in m) and Vtot/Vtank

    h/H h Vtot/Vtank1.1 1.2 1.5 2

    0.05 30 1407 1470 1643 18970.1 60 995 1039 1162 13420.2 120 704 735 822 9490.3 180 574 600 671 7750.4 240 497 520 581 671Vtot/Vtank

    m

    for different values of h and r (in mm)

    h/H h r315 330 360 390

    1 600 1.10 1.21 1.44 1.691.2 720 1.32 1.45 1.73 2.03

    B. "Middle" TankR 300 H 300 R/H 1

    Radius of bund (in mm) for different values of h (in m) and Vtot/Vtank

    h/H h Vtot/Vtank1.1 1.2 1.5 2

    0.05 15 1407 1470 1643 18970.1 30 995 1039 1162 13420.2 60 704 735 822 9490.3 90 574 600 671 7750.4 120 497 520 581 671Vtot/Vtank

    m

    for different values of h and r (in mm)

    h/H h r315 330 360 390

    1 300 1.10 1.21 1.44 1.691.2 360 1.32 1.45 1.73 2.03

    CIRCULAR BUND C NFIGURATIONS(3 values of R/H, 7 values of h/H and 4 values of Vtot/Vtank)

    O

    44

  • C. Squat TankR 300 H 120 R/H 2.5

    Radius of bund (in mm) for different values of h (in m

    m) and Vtot/Vtank

    h/H h Vtot/Vtan1.1 1.2 1.5 2

    0.05 6 1407 1470 1643 18970.1 12 995 1039 1162 13420.2 24 704 735 822 9490.3 36 574 600 671 7750.4 48 497 520 581 671Vtot/Vtank

    k

    for different values of h and r (in mm)

    h/H h r315 330 360 390

    1 120 1.10 1.21 1.44 1.691.2 144 1.32 1.45 1.73 2.03

    TOTAL NUMBER OF TESTS REQUIRED = 84 LUS REPEATABILITY CHECKS)

    All dimensions in mmTests have R = 300 mm and vertical bund nly

    A. Tall Tank

    (P

    o

    R 300 H 600 h 120

    Wall No y r c z d

    1 882 Na 582 6242 624 12 324 5823 441 12 141 686

    B. "Middle" TankR 300 H 300 h 60

    Wall No y r c z d

    4 882 Na 582 6245 624 12 324 5826 441 12 141 686Rectangular (rect)

    Geometry type

    Triangular (tri)Square (squ)

    RECTANGULAR BUN CONFIGURATIONS

    Geometry type

    Triangular (tri)Square (squ)Rectangular (rect)

    D

    45

  • 46

    C. S

    quat TankR 300 H 120 h 12

    Wall No y r c z d

    7 1247 Na 947 8828 882 12 582 9479 624 12 324 1095

    TOTAL NUMBER OF TESTS REQUIRED = 9 (PLUS REPEATABILITY CHECKS)

    Rectangular (rect)

    Geometry type

    Triangular (tri)Square (squ)

  • Table 1.2 Test configuration identities

    Test Tank height, Bund radius, Bund height, Dynamic Bund probeconfiguration H r h sensor length id (mm) (mm) (mm) gain (mm)

    A1(h120) 120 315 120 10 950A1(h144) 120 315 144A1(h300) 300 315 300A1(h360) 300 315 0A1(h600) 600 315 600A1(h720) 600 315 720

    A2(h120) 120 330 0 10 950A2(h144) 120 330 144A2(h300) 300 330 300A2(h360) 300 330 360A2(h600) 600 330 0A2(h720) 600 330 720

    A3(h120) 120 360 120 10 950A3(h144) 120 360 4A3(h300) 300 360 300A3(h360) 300 360 360A3(h600) 600 360 600A3(h720) 600 360 0

    A4(h120) 120 390 120 10 950A4(h144) 120 390 144A4(h300) 300 390 0A4(h360) 300 390 360A4(h600) 600 390 600A4(h720) 600 390 720

    B1(h48) 120 497 48 10 950B1(h120) 300 497 120B1(h240) 600 497 240

    B2(h48) 120 520 48 10 950B2(h120) 300 520 120B2(h240) 600 520 240

    C1(h36) 120 574 100 950C1(h90) 300 574C1(h180) 600 574 0

    CIRCULAR BUND CONFIGURATIONS

    36

    12

    60

    14

    72

    30

    3690 18

    47

  • 24 12

    12

    60

    100 950D3(h60) 300 822 60D3(h120) 600 822 0

    D4(h24) 120 949 24 10 950D4(h60) 300 949 60D4(h120) 600 949 0

    E1(h12) 120 995 12 100 475E1(h30) 300 995 30E1(h60) 600 995

    Test Tank height, Bund radius, Bund height, Dynamic Bund probeconfiguration H r h sensor length id (mm) (mm) (mm) gain (mm)

    B3(h48) 120 581 48 10 950B3(h120) 300 581 120B3(h240) 600 581 240

    C2(h36) 120 600 36 100 950C2(h90) 300 600 90C2(h180) 600 600 180

    B4(h48) 120 671 48 100 950B4(h120) 300 671 120B4(h240) 600 671 240

    C3(h36) 120 671 36 100 950C3(h90) 300 671 90C3(h180) 600 671 180

    D1(h24) 120 704 24 100 950D1(h60) 300 704 60D1(h120) 600 704 120

    D2(h24) 120 735 24 100 950D2(h60) 300 735 60D2(h120) 600 735 120

    C4(h36) 120 775 36 100 950C4(h90) 300 775 90C4(h180) 600 775 180

    D3(h24) 120 822

    48

  • height, Bund radius, Bund height, Dynam (m 1230 60 12 3060 12 3060 6 15 30 6 15 30 6 15 30 6 15 30 D CO M y(m 88 62 44 88 62 44 12

    ic Bund probeconfiguration H r sensor length id (mm) (mm) m) gain (mm)

    E2(h12) 120 1039 100 475E2(h30) 300 1039E2(h60) 600 1039

    E3(h12) 120 1162 100 475E3(h30) 300 1162E3(h60) 600 1162

    E4(h12) 120 1342 100 475E4(h30) 300 1342E4(h60) 600 1342

    F1(h6) 120 1407 200 475F1(h15) 300 1407F1(h30) 600 1407

    F2(h6) 120 1470 200 475F2(h15) 300 1470F2(h30) 600 1470

    F3(h6) 120 1643 200 475F3(h15) 300 1643F3(h30) 600 1643

    F4(h6) 120 1897 200 475F4(h15) 300 1897F4(h30) 600 1897

    Test Tank height, Bund height, ultiple of length, Dynamic Bund probeconfiguration H h sensor length id (mm) (mm) m) gain (mm)

    Wall 1 (tri) 600 120 2 10 950Wall 2 (squ) 600 120 4Wall 3 (rect) 600 120 1

    Wall 4 (tri) 300 60 2 100 950Wall 5 (squ) 300 60 4Wall 6 (rect) 300 60 1

    Wall 7 (tri) 120 12 47 200 475Wall 8 (squ) 120 12 2Wall 9 (rect) 120 12 4

    RECTANGULAR BUN NFIGURATIONS

    Test Tankh

    6288

    49

  • Table 1.3 Dynamic pressure sensor positions e

    Bund height Sensor positions Sensor position(mm) (% from bas ) (mm from base)

    6 75 4.5

    12 40 4.850 660 7.270 8.480 9.6

    15 30 4.550 7.570 10.580 1290 13.5

    24 20 4.830 7.250 1270 16.890 21.6

    30 20 630 950 1570 2190 27

    36 20 7.230 10.850 1870 25.290 32.4

    48 10 4.830 14.450 2470 33.690 43.2

    60 10 630 1850 3070 4290 54

    90 10 930 2750 4570 6390 81

    50

  • 51

    nsor position(mm) (% m from base)

    120 10 1230 3650 6070 8490 108

    144 10 14.430 43.250 7270 100.890 129.6

    180 10 1830 5450 9070 12690 162

    240 10 2430 7250 12070 16890 216

    300 10 3030 9050 15070 21090 270

    360 10 3630 10850 18070 25290 324

    600 10 6030 18050 30070 42090 540

    720 10 7230 21650 36070 50490 648

    nsor positions Se from bas ) (m e

    Bund height Se

  • APPENDIX 2

    52

  • 53

    Table 2.1 Repeatability checks for overtopping

    Date 13/01/2004 0.40Test configuration id B1(h120)Series id Temp Mass retained Mass overtopping Overtopping

    (C) (kg) (kg) (Ratio)

    1 14.4 15.58 5.83 0.282 14.0 15.62 5.94 0.283 13.9 15.63 5.73 0.274 13.7 15.41 5.79 0.285 13.9 15.66 5.59 0.276 14.0 15.58 5.75 0.277 13.9 15.61 5.74 0.278 13.7 15.79 5.60 0.279 13.4 15.69 5.69 0.2710 13.4 15.63 5.61 0.2711 18.2 15.56 5.62 0.2712 17.5 15.49 5.91 0.28

    17.4 15.65 5.67 0.2717.1 15.53 5.86 0.2816.9 15.67 5.85 0.2816.7 15.83 5.71 0.2716.8 15.56 5.92 0.2816.9 15.5 5.8 0.2816.9 15.45 5.93 0.2816.8 15.68 5.6917.8 15.69 5.56 0.2717.7 15.67 5.68 0.2717.5 15.47 5.78 0.2817.4 15.44 5.84 0.2817.4 15.52 5.8 0.2816.9 15.46 5.85 0.28

    27 18.2 15.59 5.58 0.2728 17.9 15.55 5.73 0.2729 17.6 15.64 5.68 0.2730 17.5 15.47 5.82 0.28

    Mean 16.18 15.59 5.75 0.27Sample S.D. 1.73948 0.10242 0.11102 0.00475

    Max overtopping 0.28

    Pipe & valve adjustment (kg)

    1314151617181920212223242526

    0.27

  • 54

    Date 13/01/2004 0.40Test configuration id B1(h120)Series id Temp Mass retained Mass overtopping Overtopping Percentage of total

    (C) (kg) (kg) (Ratio) (%)

    1 14.6 15.91 5.29 0.25 92.62 14.7 16.31 4.89 0.24 85.63 14.7 15.85 5.41 0.26 94.44 14.5 15.81 5.42 0.26 94.75 14.4 15.64 5.61 0.27 98.06 14.2 15.75 5.42 0.26 95.07 13.8 15.84 5.36 0.26 93.88 13.9 15.84 5.35 0.26 93.79 13.7 15.73 5.62 0.27 97.710 13.7 15.88 5.33 0.26 93.2

    Mean 14.22 15.86 5.37 0.26 93.9sample S.D. 0.41312 0.17828 0.20155 0.00934 3.39985

    Max overtopping 0.27

    Pipe & valve adjustment (kg)

    First wave overtopping TABLE 2.2

  • APPENDIX 3

    55

  • T

    Table 3.2 Worst-case dynamic pressures for configuration identity A1 (h120)

    Configuration series M bund M slosh temp M bund co ection V bund V slosh Overtopping entity identity (kg) (kg) (C) (kg) (m 3 ) (m 3 ) fraction

    1(h120) A 8.57 0.02 19.3 0.4 0.03268 0.00008 0.0024B 8.59 0.06 19.5 0.03276 0.00024 0.0073C 8.60 0.08 19.4 0.03280 0.00032 0.0097D 8.62 0.09 19.3 0.03288 0.00036 0.0108E 8.58 0.07 19.2 0.03272 0.00028 0.0085

    ax 8.62 0.09 19.5 0.03288 0.00036 0.0108in 8.57 0.02 19.2 0.03268 0.00008 0.0024ean 8.59 0.06 19.3 0.03277 0.00026 0.0077

    ample sd 0.01924 0.02702 0.1140 0.00007694 0.00010807 0.0032437

    eight from base Max dynamic pressure) A B C D E (Pa)

    0 1046 843 998 785 814 10460 792 628 792 847 8190 460 460 632 603 5740 374 345 317 288 2880 109 109 137 109 0

    Series dynamic pressures (Pa)

    able 3.1 Series results for configuration identity A1 (h120)

    rr id A

    MM M S H (%

    1 3 57 9

    Configura ion Test Series T dius, r Bund height, hidentity identity (mm) (mm) (mm) (mm)

    A1(h120) A 300 120 315 120

    stimated dynamic Estimated Wave Equivalent wave Max integral Equivalent integrale pressure intercept height intercept pressure wave height wave pressure

    a) (mm) (Pa) (mm) (Pa)

    4 94 924 177 1732

    eight from Static Dynamic Local Localse pressure pressure difference dynamic/static) (Pa) (Pa) (Pa) ratio

    1177 1174 -4 1.001059 1046 -13 0.99824 792 -32 0.96589 460 -129 0.78353 374 21 1.06118 109 -8 0.930

    ease time Impact time Time taken Impact Veloci