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1 บบบบบ 1 บบบบบ 1.1 บบบบบบบบบบบบบบบบบบบบบบบบบบบบบ กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกก (กกกกกกกกกกก-กกกกกกกกกกกกกกกกกก) กกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกก กกกก กกกก กกกก กกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกก (Rubble Mound) กกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกก กกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก กกกกกกกกกกกกกกกกกกกกกกกกกกกกกกก

WaveScreen_120505

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1 1 1.1 ( - ) (Rubble Mound) (Floating Breakwater) (Skirt Breakwater) (Wave Screen) (Kt = Ht/Hi) (Wave Transmission Coefficient) 2 1.2 1. 2. 3. 1.3 1. 2. 3. 1.4 1. 2. ( ) 1 15 2554 1.5 1. 3 2. 3. - 4. 5. 6. 7. 4 2 ..2554-2555 2 ..2546-2547 38 10 ( (2540) (2546) 2.1) 2 54 5 ..2554-2555 3 - - - 2.1 (2546) ( 2.2) 3 1.5 ( 3.0 ) - 2.3 ( ) -1.90 -0.50 ( 1.40 ) 5 1.9 0.25 ( ) 0.30 0.45 ( 35) 0.15 0.3 ( 20) 2.1

6 2.2

7 2.3

C@ 0.45

C@ 0.30 20

-

8 2.4 () 2 1.90 3.70 2 I 0.90x0.70 2.50 1.90 2.20 0.60 0.90 2.50 19.4 2.4 () 1.90 5.20 +1.30 2.50 0.6 1.0 42.6 - -1.4 2.5 36 - -1.4 +0.5 2 3.0 - +0.5 3 1.5 - +0.6 - 9 2.4

-

-10 2.2 (2550) 112 (Chart Datum) 10.0 2.5 2.42 (LLW: Lowest Low Water) - (MHWS: Mean High Water Spring)3.83 - (MHWN: Mean High Water Neap)3.37 - (MLWN: Mean Low Water Neap)1.54 - (MLWS: Mean Low Water Spring)0.94 10.94 13.83 2.6 (2554) 3 19 2554 ( ) 2.7 (Mixed Tide) - 2 1 11 2.5 12 2.6 +13.83 +10.94+10.00+0.00(MHWS +1.41M. MSL)(MLWS -1.48 M. MSL(LLW -2.42 M. MSL)(SEABED -12.42 M. MSL)13 2.7 3 19 2554 ( ) 2.3 (2555) (07.00 19.00 .) 3 .. 2544-2553 (10 ) 2.1 2.8 (SWS) (S) 22.66 21.53 (NE) 9.7 10 - 20 ( 42.15) 5 5 10 26.20 25.79 48 USACE (2002) (Simplified Method) 2.2 0.5 3.0 4.0 8.09 10.4 (Waverose) 2.9 ( 8.09 10.4 ) 0.00.51.01.52.02.53.03.54.003/06 05/06 07/06 09/06 11/06 13/06 15/06 17/06 19/06Water Level14 2.1 .. 2544-2553 () 0.0-5.05.1-10.010.1-20.020.1-30.030.1-40.0>40.0 N12.430.910.460.000.000.0013.79 NEN0.731.481.420.100.010.003.73 NE1.022.575.021.070.010.019.70 ENE0.691.563.040.930.020.006.24 E0.560.620.500.130.010.001.82 ESE0.230.180.100.020.000.000.53 SE0.140.180.180.020.000.000.51 SES0.290.400.440.040.000.001.17 S2.044.5913.201.700.000.0021.53 SWS2.646.5712.171.260.020.0022.66 SW1.372.382.870.260.010.006.89 WSW1.472.001.660.150.010.005.29 W0.960.850.500.050.000.002.36 WNW0.460.420.130.020.000.001.02 NW0.760.700.270.030.000.001.75 NWN0.410.380.200.020.000.001.01 26.2025.7942.155.780.080.01100.00 2.8 ..2544 2553 Wind speed (knots)%N15 2.2 .. 2544-2553 Hmo (.) ( ) ( )0.1-0.50.5-1.01.1-2.02.0-3.03.0-4.04.1-5.05.1-6.06.1-7.07.1-8.08.1-9.09.1-10.0>10.0 0.00-0.502,106151,1402,297525 6,083 0.51-1.00 1692,432926 3,527 1.01-2.00 4441,093665716152 3,070 2.01-3.00 40146153 1,144 1,483 3.01-4.00 34610697474991,374 4.01-5.00 115 6259541,586 5.01-6.00 1 973974 6.01-7.00 161161 7.01-8.00 11 >8.00 22 2,106151,1402,4663,4012,0598159161671,2141,3722,59018,261 16 2.9 ..2544-2553

17 3 (Submerge breakwater) (Floating breakwater) (Wave screen) 3.1 (Rubble Mound) USACE (1986) 3.1 (Core and Bedding Layer) (Filter) (Armor) Hudson (1958) USACE (1986) (Stability coefficient) (Layer coefficient) 26,500 / 8.0 1: 2 (Rough Angular) (Random) 2 967.5 kN/ 10.0 6.7 114 /1000 (Wave runup) 11.5 3.1 USACE (1986) 18 USACE (2002) (Phase) ( ) USACE (2002) Seelig (1980) (Wave Transmission Coefficient) 19 (1) ( 3.2) C (2) Seelig (1980) (ds/gT2) 0.03 0.006 B/h 0 3.2 3.2 Seelig (1980) |.|

\| =RFC Ct1 (1) 19 hBC11 . 051 . 0 = (2) Ct F () R () B h (Diffraction) ( 3.3) USACE (1984) Wiegel (1962) 3.4 135 K (Incident Wave) A 45 4 0.10 Seelig (1980) 20 3.3 USACE (2002)21 3.4 135 Wiegel (1962)A22 3.2 (Submerge Breakwater) USACE (2002) USACE (2002) Van der Meer and Angremond (1992) (Ct) F/Hi 3.5 F (+) () F/Hi Van der Meer and Angremond (1992) F/D50, Hs/gT2, Hi/D50 B/D50 3.5 F/Hi

Van der Meer and Angremond (1992) 23 3.3 (Floating Breakwater) USACE (2002) - Tsinker (1995) Macagno (1953) (3) Carr (1952) (H/L < 0.04) (4) ( )(((((

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\|+=LD hLLhBCttt2 coshsinh11(3) ((

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\|+|.|

\|+=D hDLBCt1 11t(4) Ct h (/ ) L (/ ) D (/ ) B (/ ) 24 USACE (2002) (Prism) 1 (Catamaran)2 Hales (1981) (Scrap tire)3 Giles and Sorensen (1979) (W/L) 3.6 W/L 0.5 3.6 Hales (1981) Giles and Sorensen (1979) Fousert (2006) (Hydrodynamic) -

1 Hales (1981) 4.88 1.07 7.6 2 Hales (1981) 1.07 1.42 6.4 7.6 3 Giles and Sorensen (1979) 12.8 3.96 Ct: Transmission coefficientW: Width of floatingbreakwater L: Wave lengthPrismCatamaranTire Assembly25 (Resonance) 4 ( 3.7) 3.7 (Sway) - (Draft) - - (Heave)- ( )

4 (Surge) (Pitch) heapSwaySurgeRollPitch26 - - - - (Mooring line) (Roll) - - Fousert (2006) 9.5 17 20 60 28 -32 ( 3.8) 27 3.8 Fousert (2006) T < 9.5s T = 10sT = 14s T = 17sPlan28 3.4 5 (Perforated wall) (Vertical slot wall) (Horizontal slot wall) 3.4.1 Fugazza and Natale (1992) ( 3.9) - 3.9 Fugazza and Natale (1992) Fugazza and Natale (1992) (KA) (Hr/Hi) 1/4 ( 3.10 ) Fugazza - (Chamber)6

5 - Jarlan (1961) Fugazza and Natale (1992) 6 PerforatedWallImperviousWall29 (Cc: Contraction coefficient of water jet) (r) 3.10 Fugazza and Natale (1992) 3.4.2 Shepsis (2007) (Perforated vertical breakwaters) 12 1.4 - 2.5 7 15 0.5 3 30 1 () 2 () 16.4 2 3 ( ) 1.3 (Kt) 1-D Multi-wallPorous Breakwater Model Grune and Kohlhase (1974) ABAM (1993) 3.11 (R2 > 0.99) 3 (R2 = 0.6674) (Kr) 3.12 2 3 (R2 2 = 0.7276 0.0293 3 ) 1-D Multi-wall Porous Breakwater Model Shepsis (2007) 3 3.12 R2 0.3278 3 31 3.11 Grune and Kohlhase (1974) ABAM (1993) 3.12 Grune and Kohlhase (1974) ABAM (1993) 32 3.13 Shepsis (2007) 3 6.1 (20 ) Shepsis (Sheet pile) 3 1 ( 25%) (Hr/Hi) 3.14 (Hr/Hi = 1.0) (Hr/Hi = 2.0) (0) () () 3.14 Shepsis (2007) 3.4.3 Suh et al. (2006) (Pile-supported vertical wall) b d h a/A Hi e 1 2 3.14 (Incompressible fluid) (Irrotational) (Velocity potential) (Laplace equation) 33 3.15 (5) (9) 3.15 Suh et al (2006) 02222=c u c+c u cz x(5) 02= u cu cg zeat z = 0(6) 0 =cu cz at z = -h(7) 02 1=cu c=cu cx x for0 s s z d , x = 0(8) ( )2 12 1u u =cu c=cu ciGx xford z h s s , x = 0(9) 2a2A12hdbHixz34 i ( 1 = i ) G (Permeable parameter) Suh et al (2006) Mei et al. (1974) ( | ) (e ) ( l ) (10) (10) (Phase difference) (Inertia effect) ilG=e|1(10) (5), (6) (7) (Eigenfunction Expansion Method) 1 2 (11) (12) m (dispersion relation) iu (13) ( ) | | ( )=+ u = u01exp cosmm m m ix z h A (11) ( ) | | ( )= + + u = u02exp cosmm m m ix z h A (12) ( ) | | ( ) ikx z h kiexp cosh + = u (13) (8), (9) (10) (tC ) (rC ) (lC ) (14) (15) A0 (11) (12) 01 A Ct+ = (14) 0A Cr = (15) 2 21t r lC C C = (16) 35 104 3.7 4.6 2.4 7.15 7.15 ( 50%) (Regular wave) 1.5 4.0 0.5 (H/L) 0.03 (Irregular wave) (Peak wave period: Tp) 9.5 49.7 (d/h) 0.2 0.6 kh ( k wave number = 2/L h ) (h/L) (ds/h) 3.16 3.16 Suh et al. (2006) 1 2 3 4 51 2 3 4 5kh khexperimentd/h = 0.2d/h = 0.4d/h = 0.6Theoryd/h = 0.2d/h = 0.4d/h = 0.636 3.4.4 Rageh and Koriam (2010) (Vertical wall with horizontal slots) 3.17 Suh et al (2006) (Expanded Eigenfunction Method) (Velocity potential) (Boundary conditions) 3.17 Rageh and Koriam (2010) 15 4.9 10.4 60 60 ( 50) Rageh and Koriam (2010) Froude Number7

7 Froude number

V g L (Munson (2010)) 37 1: 30 0.5 0.9 1.9 2 2 0.1 0.26 5.5 3.18 (D/h) (h/L) 3.18 Hi/gT2 h/L (h/L) (kt) (kr) (kd)8 3.19 Rageh and Koriam (2010) (kt) (h/L) (D/h) ( )

8 3.20 38 3.18 (D/h) (h/L) Rageh and Koriam (2010) 3.19 (Hi/gT2) (h/L) Rageh and Koriam (2010) 39 3.20 (h/L) Rageh and Koriam (2010) Balaji and Sundar (2002) Rageh and Koriam (2010) 2 (Double Wavescreen) Balaji and Sundar (2002) 72.5x2.0x2.7 0.95 2 ( B) 0.5 2.0 0.5 160 5.9% 23.8% 5.9% DSB1 DSB2 2 ( 3.21) (Peak spectrum) (Peak period: Tp) 1.0 2.0 0.2 Tp (B/L) 0.97 1.28 3.21 Balaji and Sundar (2002) Balaji and Sundar (2002) 3.22 (B/L) 40 (B/d) 0.5 B/d 1.58 2.11 ( DSB1 DSB2) 3.22 (Kt) (B) (Lp) (d) Balaji and Sundar (2002) 3.23 Balaji and Sundar (2002) 41 (B/Lp) (B/d) 0.53 B/d B/d 1.58 2.11 3.23 (B) (Lp) (d) Balaji and Sundar (2002) Krishnakumar et al. (2010) Balaji and Sundar (2002) 72.5 2 42 2.7 0.95 0.5 1.0 (Hz) 0.1 3 0.05 0.10 0.15 5 0.5 ( 9.1%) 2 9.1% 2 2 9.1% 23.1% ( 1.5 ) 0.5 0.25 1.0 0.25 (h/L) 1.0 ( ) (Regression analysis) (R2) 0.99 (17) |.|

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\| =LhhdLHKs it17 . 0 12 . 0 23 . 1 81 . 0(17) Kt Hi L ds h 43 (Hc/Hi)9 1.0 (h/L) 0.3 (B/L) 0.16 0.4 0.2 0.92 (18) |.|

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\| =LhhdLHKs it15 . 0 08 . 0 15 . 1 73 . 0(18) 3.4.5 Rageh O.S., and Koriam A.S. (2010) ..1947 20 ( 3.1) (Kt) (Kr) (Kd) (Run up) (Regular wave) (Irregular wave) Navier Stokes (Empirical)

9 Hc (chamber) 2 Hi (incident wave) 44 3.1 ( ( flume ) 1Ursell (1947)Semi-immersed, thin, vertical, solid barrier KtDeep water theory-Regularkh = 0.2 2.0 D/h = 0 0.95 2Wiegel (1960)Semi-immersed, thin, vertical, solid barrier KtPower theory10x0.3x1.2 h = 0.8 Regularkh = 0.2 2.0 D/h = 0 0.95 3Liu and Abbsorp. 1982Semi-immersed, thin, sloped, solid barrier Kt, Kr and forcesBoundary integral equation -Regularkh = 0.2 2.0 D/h = 0 0.95 u = - 45 - 45 4Kriebel (1992)Single thin, vertical, slotted barriers Kt and forcesEmpirical equation-Regularh/L > 0.5 Hi/L = 0.025 0.07 e= 0.1 0.5 5Reddy and NeelamaniSemi-immersed, thin, vertical, solid barrier Kt and KrPower theory10x0.3x1.2 h = 0.8 Regularh/L = 0.8 2.5 Hi/L = 0.005 0.14 D/h = 0.06 0.5 6Abul-Azm (1993)Semi-immersed, thin, vertical, solid barrier Kt and KrEigen function expansion -Regularkh = 0.2 6.0 D/h = 0 1.0 45 ( ( flume ) 7Mani and Jayakumar (1995)Single suspended pipe breakwater Kt and forces-30x2.0x1.5 h = 1.0 RegularHi/gT2 = 0.002 0.016 D/h = 0.26 0.56 e= 0.1 0.5 8Heikal (1997)Semi-immersed, thin, vertical, solid barrier Kt and H/Hi distribution Eigen function expansion 15x0.3x0.8 h = 0.5 Regular2h/g = 0.1 2.0 D/h = 0.2 0.8 Sb = 0, 1 and 2% 9Isaacson et al. (1998)Semi-immersed, thin, vertical, slotted barrier Kt, Kr, Kd, Rup and forces Eigen function expansion 20x0.62x1 h = 0.45 Regular and irregular kh = 0.6 2.5 Hi/L = 0.02 0.09 D/h = 0.5 and 1.0 e = 0.11 1.0 10Mani (1998)Single suspended pipe breakwater Kt and forcesEmpirical equation30x2.0x1.5 h = 1.0 RegularHi/gT2 = 0.003 0.022 D/h = 0.26 0.56 e= 0.11 1.0 11Clauss and Habel (1998)Under filter systemKt, Kr and KdReynolds Average Navier Stokes equation 80x4.0x2.5 h = 0.45 Regular and irregular Hi/gT2 = 0.01 0.05 ds/h = 0.4 1.2 e= 0.0 0.5 12Isaacson et al. (1999)Semi-submersed vertical, slotted double barrier Kt, Kr, Kd, Rup and forces Eigen function expansion 20x0.62x1 h = 0.45 Regularkh = 0.5 2.5 Hi/L = 0.07 D/h = 0.5 and 1.0 46 ( ( flume ) B/h = 0.22, 0.55, 1.1 e = 0, 5, and 10% 13Bergmann (2000)Thin, vertical screen single, double, and triple barriers (horizontal slots) Kt, Kr, Kd, pressure and forces -307x5x7 h = 3.25 4.75 Regularh/L = 0.05 0.183 Hi = 0.5 1.5 m T = 4.5 12 s e = 11 40.5% 14Abdel-Mawla and Balah (2001)Thin, vertical and sloped slotted double and triple barriers Kt, Kr and Kd-13x0.3x0.5 h = 0.3 RegularHi/gT2 = 0.001 0.016 e= 0.3, 0.15 u = 45 15Balaji and Sundar (2002)Double screen (double rows of horizontal pipes) Kt, Kr, Kd, and pressure -72.5x2x2.7 h = 0.95 RegularB/L = 0.2 0.65 B/d = 0.53 2.11 e = 0.238, 0.059 16Galal (2002)Single and double suspended pipe breakwater Kt, Kr and Kd-13x0.3x0.5 h = 0.3 RegularHi/gT2 = 0.002 0.018 D/h = 0.26 0.56 e= 0.18, 0.41 u = 45, 90 17Koether (2002)Triple underwater filter system Kt, Kr, and forces-307x5x7 h = 4.0 5.0 Regular and irregular B/L = 0.25 1.25 Hi = 0.5 1.5 m 47 ( ( flume ) (horizontal slots)T = 3 12 s e = 0 43% 18Sundar and SubbaraoQuadrant front face pile supported breakwater Kt, Kr, Kd, pressure and forces -72.5x2x2.7 h = 0.8, 0.9, 1.0 Regularka = 0.6 2.0 D/h = 0.3 0.45 e = 0.5, 0.75, 0.83 19Rao et al. (2003)Suspended pipe breakwater Kd-50x0.71x1.1 h = 0.4, 0.5 RegularHi/gT2 = 0.007 0.01 D/h = 0.1 0.6 e= 0, 0.125, 0.25 20Koriam (2005)Single and double rows of vertical circular and square piles KtEigen function expansion 15x0.3x0.5 h = 0.15, 0.2, 0.25 Regularkh = 0.25 2.25 Hi/L = 0.005 0.06 B/d = 3.6 e = 0.1 0.45 21Suh et al. (2006)Pile supported vertical single wall (square piles) Kt, Kr, Kd, Rup and forces Eigen function expansion 104x3.7x4.6 h = 2.4 Regular and irregular kh = 0.9 4.2 Hi/L =0.003 D/h = 0.2 0.6 e = 0.5 22Huang (2007)Single and double thin vertical, slotted barriers Kt and KrEigen function expansion 12x0.3x0.5 h = 0.3 Regularkh = 1.0 2.5 Hi/L = 0.01 0.04 B/L = 0.05 0.5 48 ( ( flume ) e = 0.1 0.3 23Laju et al. (2007)Pile-supported vertical double wall (circular pile) Kt, Kr, Kd and Rup Eigen function expansion 72.5x2x2.7 h = 1.0 Regularkh = 1.0 4.0 B/h = 0.5, 1.0 D/h = 0.1 0.5 e = 0.25 24Suh et al. (2007)Pile supported vertical single wall (circular piles) Kt, Kr, Kd, Rup and forces Eigen function expansion 104x3.7x4.6 h = 2.4 Regular and irregular kh = 0.9 4.2 Hi/L = 0.003 D/h = 0.2 0.6 e = 0.5 25Krishnakumar et al. (2008)Partially submerged slotted wave screen Kt, Kr, Kd and pressureBoundary integral equation 72.5x2x2.7 h = 0.95 Regular and random wave D/h = 0.3, 0.5, 1.0 Hi = 0.05 0.25 m T = 1 2.5 s e = 16.7, 9.1% 26Koutandos (2009)Vertical semi-immersed slotted barrier Kt, Kr, Kd and kinenatics velocity Reynolds average NavierStokes equation 20x0.62x1 h = 0.45 Regularkh = 0.6 2.5 Hi/L = 0.02 0.09 D/h = 0.5 and 1.0 e = 0.05 0.5 27Rageh O.S., and Koriam Vertical walls with horizontal slots Kt, Kr and KdEigen function expansion 15x1x1 h = 0.5 RegularHi/gT2 = 0.002 0.012 h/L = 0.15 0.4 49 ( ( flume ) A.S. (2010) D/h = 0.15 0.4 : 1 26 Rageh O.S., and Koriam A.S. (2010) 27 A: Radius of the quadrant front face (Sundar and Subbarao (2002)) B: Space between the double row d: Pipe or pile diameter ds: Height of the filter system (Clauss and habel (1999)) sb: seabed slope (Heikal (1997)) u: breakwater inclination angle 50 4 - 4 3 - - - 4.1 2 (Sontek Inc.) (Triton ADV) (JFE Advance Tech) - (AWH-USB) 4.1.1 Sontek (2001) ( 4.1) - 51 0.1% 1.5 4.1 4.1.2 - JFE Advance Tech (2000) - ( 4.2) 10 0 25

10

52 0.0005 0.1% 0.1 600 1 1440 4.2 - 4.2 3 2554 19 2554 0.5 ( ) 53 4.3 ( 20 )11 10 ( ) ( ) 1 ( ) - - 3 2554 18.00 1 1024 12 776 ( 1800 ) 480 / 13

11 - 12 13 600 / 54 19 2554 4.4 10 55 (1) (2) (3) (4) 4.3

56 (1) (2) 4.4 4.3 3 - - - (L) - (Hi/L), (Hi/gT2), (h/L) (B/L) (Draft) (ds/h) (ds/L)

57 Journe and Massie (2001) 1024 (zn) (o) (19) (H1/3) (20) (Ht) (Hi) (21) ==NnnN1211, o(19) o 43 / 1= H(20) ittHHK= 4.5 3 19 2554 (Linear Theory) 2 (Stokes 2 Order) (Dispersion) (Trial and error) (22) |.|

\|=Ld gTLtt2tanh22(22) 58 4.5 3 19 2554 2gTH2gTd 59 5 7 - - - - - - - 5.1 5.1.1 1. 3 2554 18.00 19 08.30 30 750 2. 5.7 87.3 33.9 5.1 3. 4.1 6.3 5.2 4. 12.5 240.1 ( ) 170 190 ( ) 5.3 5. 12.13 15.82 5.4 60 5.1 5.2 0.010.020.030.040.050.060.070.080.090.0100.03/6 8/6 13/6 18/6Hs (cm) 012345673/6 8/6 13/6 18/6Tp (s) 61 5.3 5.4 0501001502002503003/6 8/6 13/6 18/6Degree from N 0.002.004.006.008.0010.0012.0014.0016.0018.003/6 8/6 13/6 18/6

m) 62 5.1.2 - 1. 3 2554 18.00 19 08.30 30 750 2. 12.06 15.66 5.5 3. 4.3 2.0 25.5 10.7 5.6 5.5 - 0246810121416183/6 8/6 13/6 18/6

m) 63 5.6 5.2 - 1. - - ( 5.7) 2. (Range) 3.69 (12.13 15.82) - 3.60 (12.06 15.66) 15 3. 0.05.010.015.020.025.030.03/6 8/6 13/6 18/6Hs

cm) 64 5.7 - Kt 1.0 13.6 14 5.3 4 6 ( 5.1) - 2 (Hi/L) (Hi/(gT2)) - 1 (h/L)

14 0.30 0.45 0.15 (skirt breakwater) 11.012.013.014.015.016.017.03/6 4/6 5/6 6/6 7/6 8/6 9/6 10/6 11/6 12/6 13/6 14/6 15/6 16/6 17/6 18/6Water depth

m)Date/monthTriton ADVAWH-USB65 - 2 (B/L) (ds/L) - 1 (ds/h) 5.1 Hi/L, Hi/(gT2) h/L B/L, ds/L ds/h 1. 139.0 222.7 15 186.7 185 195 5.8 135 4 87.7 2. 13.62 15.82 14.67 5.9 12.6 14.0

15 135 4 87.7 66 5.8 5.9 050100150200250300135-145145-155155-165165-175175-185185-195195-205205-215215-225

020406080100120140

67 4 ( 5.2) - 2 ( 14.0 ) 0 45 9 - 2 ( 14.0 ) 45 90 45 - 3 ( 14.0 ) 0 45 72 - 3 ( 14.0 ) 45 90 388 5.2 0 45 45 90 2 94554 3 72388460 81433514 : 51.7 5.4 4.3 1. (L) 28.7 54.9 33.9 30.0 35.0 5.10 2. 68 (Hi/L) 0.0019 0.0291 0.0101 0.010 0.0101 5.11 3. (h/L) 0.2839 0.4917 0.4378 0.450 0.475 5.12 4. (ds/h) 0.0750 0.2035 0.1401 0.135 0.145 5.13 5. (ds/L) 0.0237 0.0979 0.0616 0.060 0.070 5.14 6. (B/L) 0.0273 0.1045 0.0495 0.045 0.055 5.15 7. (Hi/gT2) 0.0001 0.0013 0.0005 0.00025 0.00035 5.16 8. 0.1107 0.9949 0.3320 0.2 0.3 5.17 5.10 010020030040050025-30 30-35 35-40 40-45 45-50 50-55

69 5.11 (Hi/L) 5.12 (h/L) 01020304050600.001-0.0020.002-0.0030.003-0.0040.004-0.0050.005-0.0060.006-0.0070.007-0.0080.008-0.0090.009-0.0100.010-0.0110.011-0.0120.012-0.0130.013-0.0140.014-0.0150.015-0.0160.016-0.0170.017-0.0180.018-0.0190.019-0.0200.020-0.0210.021-0.0220.022-0.0230.023-0.0240.029-0.030

Hi/L02550751001251501752000.275-0.3000.300-0.3250.325-0.3500.350-0.3750.375-0.4000.400-0.4250.425-0.4500.450-0.4750.475-0.500

h/L70 5.13 (ds/h) 5.14 (ds/L) 02550751000.075-0.0850.085-0.0950.095-0.1050.105-0.1150.115-0.1250.125-0.1350.135-0.1450.145-0.1550.155-0.1650.165-0.1750.175-0.1850.185-0.1950.195-0.205

ds/h02550751001251501750.02-0.030.03-0.040.04-0.050.05-0.060.06-0.070.07-0.080.08-0.090.09-0.10

ds/L71 5.15 (B/L) 5.16 Hi/(gT2) 050100150200250300350

B/L020406080100120

Hi/(gT2)72 5.17 Kt 5.5 Kt (Correlation) 5.3 5.18 - 5.23 1. Kt Hi/L 5.18 Hi/L 0.01 ( Kt 0.1 1.0) Hi/L Hi/L 0.01 5.3 -0.521 Kt Hi/L 2. Kt Hi/(gT2) 5.19 5.3 0.486 020406080100120140160180

Kt73 Kt Hi/(gT2) 74 5.3 KtHi/LHi/(gT2)B/Lh/Lds/hds/L KtCorrelation1-.521.486.232.192-.125-.029 Sig. (2-tailed).000.000.000.000.004.505 Hi/LCorrelation-.5211.360.035-.207-.109-.173 Sig. (2-tailed).000.000.422.000.013.000 Hi/(gT2) Correlation.486.3601.362-.071-.392-.358 Sig. (2-tailed).000.000.000.106.000.000 B/LCorrelation.232.035.3621.150-.604-.444 Sig. (2-tailed).000.422.000.001.000.000 h/LCorrelation.192-.207-.071.1501.214.558 Sig. (2-tailed).000.000.106.001.000.000 ds/hCorrelation-.125-.109-.392-.604.2141.925 Sig. (2-tailed).004.013.000.000.000.000 ds/LCorrelation-.029-.173-.358-.444.558.9251 Sig. (2-tailed).505.000.000.000.000.000 5.18 Hi/L Kt 0.00.20.40.60.81.00 0.005 0.01 0.015 0.02 0.025 0.03 0.035KtHi/L75 5.19 Hi/(gT2) Kt 3. Kt B/L ( ) 5.20 2 ( B 2 1.5 3.0 ) B/L B/L 3 B/L Kt 4. Kt h/L ( ) 5.21 h/L 0.5 USACE (2002) 16 4 h/L Kt

16 USACE (2002) h/L > 0.5 h/L < 0.05 0.00.20.40.60.81.00 0.0002 0.0004 0.0006 0.0008 0.001 0.0012 0.0014 0.0016KtHi/(gT2)76 5.20 B/L Kt 5.21 h/L Kt 0.00.20.40.60.81.00 0.02 0.04 0.06 0.08 0.1 0.12KtB/L0.00.20.40.60.81.00 0.1 0.2 0.3 0.4 0.5 0.6Kth/L77 5. Kt ds/h ( ) 5.22 Kt ds/h 6. Kt ds/L ( ) 5.23 ds/h 5.22 ds/h Kt 0.00.20.40.60.81.00 0.05 0.1 0.15 0.2 0.25Ktds/h0.00.20.40.60.81.00 0.02 0.04 0.06 0.08 0.1 0.12Ktds/L78 5.23 ds/L Kt 5.6 (Kt) 4 5.3 - 2 0 45 - 2 45 90 - 3 0 45 - 3 45 90 Kt ( ) Kt Kt Kt (Partial correlation) 5.4 5.3 Kt B/L ds/h ds/L ds/h 5.3 10 ds/L 2 B/L 79 (Co-corelation) 80 5.4 Kt Ktds/Lds/hB/L Hi/LKtCorrelation1.000-.142-.215.294 Significance (2-tailed)..001.000.000 ds/LCorrelation-.1421.000.925-.445 Significance (2-tailed).001..000.000 ds/hCorrelation-.215.9251.000-.604 Significance (2-tailed).000.000..000 B/LCorrelation.294-.445-.6041.000 Significance (2-tailed).000.000.000. h/LKtCorrelation1.000-.168-.174.210 Significance (2-tailed)..000.000.000 ds/LCorrelation-.1681.000.994-.643 Significance (2-tailed).000..000.000 ds/hCorrelation-.174.9941.000-.659 Significance (2-tailed).000.000..000 B/LCorrelation.210-.643-.6591.000 Significance (2-tailed).000.000.000. Hi/L & h/LKtCorrelation1.000-.236-.241.283 Significance (2-tailed)..000.000.000 ds/LCorrelation-.2361.000.994-.641 Significance (2-tailed).000..000.000 ds/hCorrelation-.241.9941.000-.657 Significance (2-tailed).000.000..000 B/LCorrelation.283-.641-.6571.000 Significance (2-tailed).000.000.000. 81 (Nonlinear equation) 1 6 ( ) 95% ( Significance 0.05) 90% (Significance 0.10) 1 0 0 4 Hi/L, Hi/(gT2), B/L ds/h 5.3 5.4 (23) (24) AhdLHLBgTHC Ks iit+|.|

\||.|

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\|=2(23) AT gdBhC Kst+ =2(24) C= A= 2 0 45 R2 = 0.947 (25) 5.5 R2 = 0.957 (26) 5.6 82 5.24 2421 . 654 302 . 2 064 . 53 377 . 0gTHLBLHKi it+ + = (25) 189 . 0 088 . 42 + =T gdBhKst(24) 5.5 2 0 45 DescriptionUnstandard CoefficientStd. Coeff.tSig. BStd ErrorBeta (Constant).377.259 1.452.206 Hi/L-53.06412.427-.507-4.270.008 B/L2.3022.309.139.997.364 Hi/gT2654.421147.257.4914.444.007 5.6 2 0 45 ParameterEstimateStd. Error95% Confidence Interval Lower BoundUpper Bound C4.088.3263.3174.860 A.189.040.095.283 83 5.24 2 0 45 2 45 90 R2 = 0.855 (27) 5.7 R2 = 0.912 (28) 5.8 5.25 LBLHgTHKi it154 . 2 393 . 27 966 . 534 157 . 02+ + = (27) 088 . 0 534 . 42 + =T gdBhKst(28) 5.7 2 45 90 DescriptionUnstandard CoefficientStd. Coeff.tSig. BStd ErrorBeta (Constant).157.090 1.746.088 Hi/gT2534.96641.405.80912.920.000 Hi/L-27.3932.372-.700-11.550.000 B/L2.154.982.1312.195.034 0.000.200.400.600.801.000.00 0.20 0.40 0.60 0.80 1.00MeasurePredictlinear equationnonlinear equation84 5.8 2 45 90 ParameterEstimateStd. Error95% Confidence Interval Lower BoundUpper Bound C4.534.2154.1004.967 A.088.016.056.120 5.25 2 45 - 90 3 0 - 45 R2 = 0.795 (29) 5.9 R2 = 0.797 (30) 5.10 5.26 |.|

\|+||.|

\|+ |.|

\| =LdgTHLHKs i it724 . 2 985 . 878 569 . 46 217 . 02(29) 0.00.20.40.60.81.00.0 0.2 0.4 0.6 0.8 1.0MeasurePredictlinear equationnonlinear equation85 126 . 0 678 . 152 + =T gdBhKst(30) 86 5.9 3 0 45 DescriptionUnstandard CoefficientStd. Coeff.tSig. BStd ErrorBeta Constant.217.092 2.373.020 Hi/L-46.5693.199-.867-14.558.000 Hi/(gT2)878.98564.721.83513.581.000 ds/L2.7241.063.1432.564.013 5.10 3 0 45 ParameterEstimateStd. Error95% Confidence Interval Lower BoundUpper Bound C15.678.94713.79117.566 A.126.025.075.176 5.26 3 0 - 45 0.00.20.40.60.81.00.0 0.2 0.4 0.6 0.8 1.0MeasurePredictlinear equationnonlinear equation87 3 45 - 90 R2 = 0.785 (31) 5.11 R2 = 0.885 (32) 5.12 5.27 LdgTHLHKs i it314 . 1 724 . 707 007 . 33 258 . 02 + + = (31) 064 . 0 979 . 142+ =T gdBhKst(32) 5.11 3 0 45 DescriptionUnstandard CoefficientStd. Coeff.tSig. BStd ErrorBeta (Constant).258.026 9.844.000 Hi/L-33.0071.031-.820-32.018.000 Hi/gT2707.72423.379.80530.272.000 ds/L1.314.333.0973.950.000 5.12 3 45 - 90 ParameterEstimateStd. Error95% Confidence Interval Lower BoundUpper Bound C14.979.27414.44015.519 A.064.005.053.074 88 5.27 3 45 - 90 5.7 5.4 3 19 2555 0.1107 0.9949 ( 5.27) 0.3320 1.0 0.005 0.8893 0.6680 0.5 88.9 66.8 0.00.20.40.60.81.00.0 0.2 0.4 0.6 0.8 1.0MeasurePredictlinear equationnonlinear equation-20%0%20%40%60%80%100%0.00.20.40.60.81.03/6 5/6 7/6 9/6 11/6 13/6 15/6 17/6efficiencyKtd/mKt efficiency89 5.28 6 1. (Kt) Hi/L, Hi/(gT2), B/L, h/L, ds/h ds/L 2. Kt (- ) 3 Hi/(gT2), B/L h/L (- ) 3 Hi/L, ds/h ds/L 3. ( Kt 0.1 1.0) (h/L) 0.5 h/L 4. Kt 0.797 0.957 (24) (C) (A) (6.1) 5. Kt 6. Hi/L 0.0019 0.0291, h/L 0.2839 0.4917, ds/h 0.0750 0.2035, ds/L 0.0237 0.0979, B/L 0.0273 0.1045 Hi/(gT2) 0.0001 0.0013 35% 20% 7. 3 19 2554 0.5 88.9 66.8 AT gdBhC Kst+ =2(24) 90 6.1 Kt CAR2 2 0 45 4.0880.1890.957 2 45 - 90 4.5340.0880.912 3 0 45 15.6780.1260.797 3 45 - 90 14.9790.0640.885 1. 2. 3. 4. / 91 1. , 2546, , , 1 - 118 2. , 2554, 429201 ( ) ..2544 2553 3. , 2540, , 19, 112 4.Balaji, R. and Sundar, V., 2002, Hydraulic Performance of Double Screen Breakwaters [Online], Available: ftp://ftp.hamburg.baw.de [2011, February 6]. 5.Fugazza, M. and Natale, L., 2010, Hydraulic Design of Perforated Breakwaters, Journal of Waterway, Ports, Costal, and Ocean Engineering, Vol. 118, No. 1, pp. 1 14 6.Fousert, M. W., 2006, Floating Breakwater: A Theoretical study of a dynamic wave attenuating system, Final report of the master theseis Delft University of Technology Faculty of Civil Engineering and Geosciences Section of Hydraulic Engineering, pp. 58 - 62 7.JFE Advance Tech Co., Ltd., 2000, AWH-USB Specification [Online], Available: http://www.jfe-advantech.co.jp [2012, May 5] 8.Journe, J.M.J. and Massie, W.W., 2001, Offshore Hydrodynamics, Delft University of Technology, Netherland, p.5-34 9.Krishnakumar, C., Sundar, V. and Sannasiraj, S.A., 2010, Hydrodynamic Performance of Single and Double Wave Screens, Journal of Waterway, Ports, Coastal, and Ocean Engineering, Vol. 136, No. 1, pp. 59 65 92 10.Rageh, O.S. and Koriam, A.S., 2010, Hydraulic performance of vertical walls with slotted used as breakwater, Journal of Costal Engineering, Vol. 57, pp. 745 - 756. 11.Shepsis, V., Carter, J.D., Fenical, S., 2007, Recent Experience in Analysis and Design of Perforated Vertical Breakwaters [Online], Avaliable: http://www.ascelibrary.org [2011, February 26]. 12.SonTek Inc., 2001, SonTek Triton Principles of Operation, California, pp. 3-16. 13.Suh, K. D., Shin, S. and Daniel, T., 2006, Hydrodynamic Characteristics of Pile-Supported Vertical Wall Breakwaters, Journal of Waterway, Port, Costal, and Ocean Engineering, Vol. March/April 2006, pp. 83 - 96. 14.Tsinker, G. P., 1995, Marine Structures Engineering: Specialized Applications, Chapman & Hall, Newyork, pp.379 - 380 15.US Army Corp of Engineer (USACE), 1984, Shore Protection Manual Volume I, 4th ed., Coastal Engineering Research Center, Mississippi, pp. 2-75 to 2-90 16.US Army Corp of Engineer (USACE), (1986), Engineering Manual EM 110-2-2904: Design of Breakwaters and Jetties, Department of the Army, Corps of Engineers, Office of the Chief of Engineers, Washington DC, p.4-13 17.US Army Corp of Engineer (USACE), 2002, Engineering Manual EM 110-2-1100: Coastal Engineering Manual, Department of the Army, U.S. Army Corps of Engineers, Washington DC, pp. II-2-37 to II-2-47 93 94 3 - 19 ..2554 95 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 16/3/11 18:0015.416.04.6222.0612.13766/11/11 13:3014.2935.74.6182.286.7 26/3/11 18:3015.576.14.6197.299.93776/11/11 14:0014.2737.24.6186.196.0 36/3/11 19:0015.726.74.6177.85.63786/11/11 14:3014.2736.94.6187.376.9 46/3/11 19:3015.797.14.6182.022.43796/11/11 15:0014.1839.84.6184.735.9 56/3/11 20:0015.817.34.6203.782.73806/11/11 15:3014.1630.94.7186.425.1 66/3/11 20:3015.768.24.6121.564.23816/11/11 16:0014.1332.54.4186.75.6 76/3/11 21:0015.699.64.6188.318.03826/11/11 16:3014.0229.74.4181.854.9 86/3/11 21:3015.5510.04.6171.799.93836/11/11 17:0014.0528.44.6186.365.3 96/3/11 22:0015.4012.24.6179.218.73846/11/11 17:3014.1232.34.4182.637.7 106/3/11 22:3015.2510.44.6183.538.43856/11/11 18:0014.1032.04.6182.326.4 116/3/11 23:0015.1312.64.614.769.83866/11/11 18:3014.0532.44.4180.246.7 126/3/11 23:3014.9211.04.6191.096.83876/11/11 19:0014.0540.44.4188.048.8 136/4/11 0:0014.8811.74.6188.286.43886/11/11 19:3014.1649.74.4192.9910.5 146/4/11 0:3014.7412.54.6191.754.53896/11/11 20:0014.2746.44.6189.5212.9 156/4/11 1:0014.7416.24.4183.383.13906/11/11 20:3014.4545.14.4188.6510.2 166/4/11 1:3014.7015.34.4185.612.83916/11/11 21:0014.5140.24.4184.4710.1 176/4/11 2:0014.7015.94.4183.022.93926/11/11 21:3014.7247.04.6182.819.8 186/4/11 2:3014.7314.64.4181.464.63936/11/11 22:0014.8742.64.6181.158.6 196/4/11 3:0014.7812.34.6179.314.33946/11/11 22:3014.9845.14.6185.538.3 206/4/11 3:3014.839.34.6182.865.63956/11/11 23:0014.9840.54.6189.867.0 216/4/11 4:0014.8714.04.6187.394.03966/11/11 23:3015.1340.24.6188.136.2 226/4/11 4:3014.9016.14.6188.072.83976/12/11 0:0015.1536.24.9183.45.6 236/4/11 5:0014.8920.04.6197.733.23986/12/11 0:3015.1536.64.7184.215.8 246/4/11 5:3014.8820.04.6184.546.43996/12/11 1:0015.0740.74.7181.348.5 256/4/11 6:0014.7918.94.6190.515.04006/12/11 1:3015.0540.34.6189.169.6 266/4/11 6:3014.7029.24.4193.719.54016/12/11 2:0014.9039.24.9186.5613.9 276/4/11 7:0014.5530.34.4187.2112.04026/12/11 2:3014.7540.15.3187.8612.4 286/4/11 7:3014.3722.64.4181.3713.14036/12/11 3:0014.5343.54.7179.0519.8 296/4/11 8:0014.1621.04.6177.3514.84046/12/11 3:3014.3842.25.3180.4215.0 306/4/11 8:3013.8919.34.4172.0215.64056/12/11 4:0014.1144.94.9180.318.5 316/4/11 9:0013.6919.94.3177.2816.24066/12/11 4:3013.9248.15.3179.8915.1 326/4/11 9:3013.4818.44.6173.5814.74076/12/11 5:0013.7345.54.7184.2813.5 336/4/11 10:0013.1815.14.3168.214.24086/12/11 5:3013.5745.64.4184.2910.4 346/4/11 10:3013.0116.14.6175.4913.74096/12/11 6:0013.4245.34.4191.7411.6 356/4/11 11:0012.8216.64.3178.912.94106/12/11 6:3013.4143.94.4184.2412.1 366/4/11 11:3012.6919.24.6185.88.74116/12/11 7:0013.2846.74.3186.59.8 96 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 376/4/11 12:0012.5621.84.3179.265.14126/12/11 7:3013.2244.34.3185.9510.7 386/4/11 12:3012.5220.94.1176.893.44136/12/11 8:0013.1349.54.4186.0810.4 396/4/11 13:0012.5321.84.3191.36.04146/12/11 8:3013.2346.84.6191.3211.6 406/4/11 13:3012.6321.34.1180.0510.44156/12/11 9:0013.2862.64.4191.4813.4 416/4/11 14:0012.7723.94.1179.6815.14166/12/11 9:3013.4575.84.7188.0615.4 426/4/11 14:3013.0018.74.3185.8815.14176/12/11 10:0013.4976.94.4186.216.3 436/4/11 15:0013.2321.04.3175.8219.04186/12/11 10:3013.6977.84.7191.6919.2 446/4/11 15:3013.5521.74.3187.2920.04196/12/11 11:0013.8787.34.4184.0716.2 456/4/11 16:0013.8216.54.4181.3221.94206/12/11 11:3014.0870.54.9185.4115.9 466/4/11 16:3014.1818.14.4179.5821.94216/12/11 12:0014.1859.74.4179.7910.2 476/4/11 17:0014.5016.64.4177.0121.04226/12/11 12:3014.2468.64.7183.6411.7 486/4/11 17:3014.8110.94.6179.7918.04236/12/11 13:0014.3674.04.9190.5914.9 496/4/11 18:0015.0612.64.6173.216.44246/12/11 13:3014.3376.34.9184.4714.8 506/4/11 18:3015.3211.44.6194.6112.74256/12/11 14:0014.5170.75.1187.7714.8 516/4/11 19:0015.4912.74.6167.3412.64266/12/11 14:3014.5959.74.7187.7713.3 526/4/11 19:3015.6210.24.6177.267.44276/12/11 15:0014.6352.24.7189.1411.1 536/4/11 20:0015.7611.34.6171.395.04286/12/11 15:3014.6849.44.9185.5112.5 546/4/11 20:3015.8211.04.6184.172.54296/12/11 16:0014.6449.44.4192.2210.3 556/4/11 21:0015.7916.64.6169.194.24306/12/11 16:3014.6346.25.1193.4910.2 566/4/11 21:3015.6815.44.6189.527.24316/12/11 17:0014.6748.44.7189.7910.6 576/4/11 22:0015.6316.14.6186.078.14326/12/11 17:3014.6644.95.1190.8211.0 586/4/11 22:3015.4917.34.6200.6610.34336/12/11 18:0014.5747.65.1189.7512.0 596/4/11 23:0015.3422.84.6192.88.34346/12/11 18:3014.4845.95.3186.1810.6 606/4/11 23:3015.2323.94.6170.649.04356/12/11 19:0014.5540.14.4187.349.1 616/5/11 0:0015.0834.64.6195.076.84366/12/11 19:3014.4942.85.1184.958.6 626/5/11 0:3014.9934.84.6193.247.24376/12/11 20:0014.4933.74.6187.837.7 636/5/11 1:0014.8943.04.6194.145.54386/12/11 20:3014.5633.85.1188.296.3 646/5/11 1:3014.8445.14.6192.836.84396/12/11 21:0014.5935.64.9185.68.3 656/5/11 2:0014.7637.64.6191.245.84406/12/11 21:3014.6233.34.4181.929.2 666/5/11 2:3014.8040.34.6194.985.54416/12/11 22:0014.6935.44.6188.878.4 676/5/11 3:0014.8045.94.6187.45.74426/12/11 22:3014.7735.24.7193.89.0 686/5/11 3:3014.8542.04.6187.886.24436/12/11 23:0014.8433.94.6187.047.1 696/5/11 4:0014.9354.94.6196.546.14446/12/11 23:3014.9040.44.7192.838.6 706/5/11 4:3014.8960.14.6195.067.04456/13/11 0:0014.9246.64.6190.168.9 716/5/11 5:0015.0158.84.6193.486.54466/13/11 0:3014.9050.34.7187.899.2 726/5/11 5:3015.0046.44.6197.915.94476/13/11 1:0014.8650.04.6188.859.7 97 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 736/5/11 6:0015.0046.04.7188.337.84486/13/11 1:3014.7746.34.4182.19.5 746/5/11 6:3014.8843.94.7181.028.04496/13/11 2:0014.6743.34.6188.159.9 756/5/11 7:0014.8040.84.4190.7110.84506/13/11 2:3014.5643.34.9190.3213.3 766/5/11 7:3014.6233.94.6189.9212.34516/13/11 3:0014.3839.84.7184.0212.2 776/5/11 8:0014.4237.94.4185.9812.74526/13/11 3:3014.2139.64.4192.0114.9 786/5/11 8:3014.1835.64.7183.6113.84536/13/11 4:0014.0136.44.7183.1513.4 796/5/11 9:0014.0028.94.6177.1715.84546/13/11 4:3013.8536.14.7187.9115.2 806/5/11 9:3013.7828.04.6181.914.74556/13/11 5:0013.6640.24.7186.3413.8 816/5/11 10:0013.5327.94.3180.3816.74566/13/11 5:3013.4533.34.6184.8711.9 826/5/11 10:3013.3031.24.4187.1914.84576/13/11 6:0013.2629.64.7182.811.3 836/5/11 11:0013.0730.24.3182.7613.04586/13/11 6:3013.0733.54.7183.8510.4 846/5/11 11:3012.8833.94.4176.3212.64596/13/11 7:0012.9729.54.6189.968.3 856/5/11 12:0012.7232.94.7182.159.14606/13/11 7:3012.8425.24.6190.84.2 866/5/11 12:3012.6535.54.1177.626.94616/13/11 8:0012.8124.84.4198.743.9 876/5/11 13:0012.6034.64.4187.515.84626/13/11 8:3012.7729.34.3194.954.7 886/5/11 13:3012.5841.94.1183.17.54636/13/11 9:0012.8225.74.4196.866.1 896/5/11 14:0012.6839.64.3179.69.34646/13/11 9:3012.8921.14.3183.026.6 906/5/11 14:3012.8443.04.4178.3714.14656/13/11 10:0012.9821.64.3168.2911.5 916/5/11 15:0013.0134.14.3191.2515.84666/13/11 10:3013.1717.24.3179.6914.9 926/5/11 15:3013.2540.54.3195.4319.74676/13/11 11:0013.3014.74.3197.2810.4 936/5/11 16:0013.5435.64.4178.6821.14686/13/11 11:3013.4714.64.4202.4915.7 946/5/11 16:3013.8629.04.4196.9621.24696/13/11 12:0013.7315.04.3199.688.0 956/5/11 17:0014.1631.04.4197.8920.74706/13/11 12:3013.8514.14.4226.1915.3 966/5/11 17:3014.5125.14.4179.5321.94716/13/11 13:0014.0612.34.4196.339.3 976/5/11 18:0014.7319.64.6187.6718.74726/13/11 13:3014.2315.24.4204.989.7 986/5/11 18:3015.0424.44.6178.5916.84736/13/11 14:0014.4114.94.4191.4410.1 996/5/11 19:0015.3221.74.6186.4914.34746/13/11 14:3014.5618.84.4187.3312.1 1006/5/11 19:3015.5428.64.6189.5510.84756/13/11 15:0014.7422.84.6188.879.1 1016/5/11 20:0015.6030.44.6186.927.84766/13/11 15:3014.8728.14.6191.457.4 1026/5/11 20:3015.7531.54.6187.75.04776/13/11 16:0014.9424.64.6180.527.0 1036/5/11 21:0015.7743.04.6180.195.64786/13/11 16:3015.0225.44.6186.493.6 1046/5/11 21:3015.7834.64.7183.075.54796/13/11 17:0015.0624.84.6189.173.3 1056/5/11 22:0015.7146.34.6177.779.64806/13/11 17:3015.0128.64.6204.45.8 1066/5/11 22:3015.6350.84.6193.619.74816/13/11 18:0014.9339.64.7192.225.2 1076/5/11 23:0015.4850.44.6194.1810.04826/13/11 18:3014.9646.54.6193.837.8 1086/5/11 23:3015.3459.44.6171.6712.54836/13/11 19:0014.9245.34.6197.995.5 98 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 1096/6/11 0:0015.2166.44.7183.819.44846/13/11 19:3014.8435.24.6189.134.9 1106/6/11 0:3015.0258.44.6201.3611.14856/13/11 20:0014.7928.54.6189.849.2 1116/6/11 1:0014.9268.14.7190.9911.14866/13/11 20:3014.7029.64.4199.235.6 1126/6/11 1:3014.8661.64.9187.710.04876/13/11 21:0014.7615.34.6192.743.3 1136/6/11 2:0014.7265.64.6197.938.84886/13/11 21:3014.7416.84.6183.077.1 1146/6/11 2:3014.7050.34.6199.187.24896/13/11 22:0014.8214.14.6188.863.5 1156/6/11 3:0014.7359.04.6200.517.44906/13/11 22:3014.8211.94.6177.489.3 1166/6/11 3:3014.7261.94.9195.178.94916/13/11 23:0014.8411.04.6170.992.7 1176/6/11 4:0014.7747.04.6195.837.14926/13/11 23:3014.869.84.6191.783.1 1186/6/11 4:3014.8744.54.6200.817.44936/14/11 0:0014.917.94.6181.492.8 1196/6/11 5:0014.9541.74.6187.154.84946/14/11 0:3014.927.54.6962.3 1206/6/11 5:3014.9637.94.7189.985.34956/14/11 1:0014.946.34.6162.784.3 1216/6/11 6:0014.9430.94.6197.863.74966/14/11 1:3014.907.24.6139.65.1 1226/6/11 6:3014.9833.94.6190.064.74976/14/11 2:0014.837.64.6182.193.7 1236/6/11 7:0014.8630.44.6192.849.84986/14/11 2:3014.768.94.4190.76.2 1246/6/11 7:3014.7933.44.6185.559.24996/14/11 3:0014.6711.34.4184.766.7 1256/6/11 8:0014.6637.34.4178.6311.85006/14/11 3:3014.5210.44.4186.968.6 1266/6/11 8:3014.5137.14.6180.8612.25016/14/11 4:0014.3610.24.4196.4513.9 1276/6/11 9:0014.2934.64.4179.5417.65026/14/11 4:3014.1414.34.4178.1812.1 1286/6/11 9:3014.0530.44.4189.2316.65036/14/11 5:0013.9611.84.4194.6613.9 1296/6/11 10:0013.7543.54.4180.7417.95046/14/11 5:3013.7514.54.3157.4512.8 1306/6/11 10:3013.5540.94.3187.2118.45056/14/11 6:0013.5614.94.3204.510.7 1316/6/11 11:0013.2540.04.7177.6918.75066/14/11 6:3013.3615.24.3185.1311.0 1326/6/11 11:3013.0333.74.9182.5116.05076/14/11 7:0013.2113.94.3106.9113.4 1336/6/11 12:0012.8140.54.6179.7713.15086/14/11 7:3013.0316.94.3223.9210.2 1346/6/11 12:3012.6232.44.7178.599.75096/14/11 8:0012.9327.64.3211.749.3 1356/6/11 13:0012.5028.64.4179.965.65106/14/11 8:3012.8142.54.1216.648.2 1366/6/11 13:3012.4728.14.4189.23.85116/14/11 9:0012.7440.14.1215.976.0 1376/6/11 14:0012.4726.34.3182.276.75126/14/11 9:3012.7342.44.1221.966.4 1386/6/11 14:3012.5726.04.3169.599.05136/14/11 10:0012.6828.24.1240.074.3 1396/6/11 15:0012.7126.84.1170.0212.25146/14/11 10:3012.7021.94.1204.427.3 1406/6/11 15:3012.9223.94.4171.3717.55156/14/11 11:0012.8216.54.1203.279.3 1416/6/11 16:0013.1727.94.3176.2517.75166/14/11 11:3012.9411.24.3197.6815.1 1426/6/11 16:3013.4226.34.4181.1321.55176/14/11 12:0013.1910.34.3188.3818.2 1436/6/11 17:0013.7421.94.4176.8321.55186/14/11 12:3013.4210.24.3180.2115.4 1446/6/11 17:3014.0626.84.4171.7721.95196/14/11 13:0013.6612.04.6185.3614.6 99 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 1456/6/11 18:0014.3727.54.4183.9521.05206/14/11 13:3013.9411.74.6199.316.9 1466/6/11 18:3014.6824.14.4185.3219.35216/14/11 14:0014.209.64.6171.6416.8 1476/6/11 19:0014.9317.44.6178.8117.35226/14/11 14:3014.4611.24.4233.0917.0 1486/6/11 19:3015.1813.64.6150.9412.85236/14/11 15:0014.699.74.4171.9413.6 1496/6/11 20:0015.3317.74.6168.1312.55246/14/11 15:3014.917.44.6187.6811.7 1506/6/11 20:3015.4818.74.6171.018.45256/14/11 16:0015.099.04.9193.5310.8 1516/6/11 21:0015.6517.34.6171.216.15266/14/11 16:3015.2311.34.6208.347.7 1526/6/11 21:3015.6617.34.6188.222.75276/14/11 17:0015.3514.04.6175.94.9 1536/6/11 22:0015.7218.64.6181.664.85286/14/11 17:3015.4018.84.6179.542.9 1546/6/11 22:3015.6917.34.6177.777.35296/14/11 18:0015.4118.84.6162.734.7 1556/6/11 23:0015.5718.54.6172.467.35306/14/11 18:3015.3520.54.6127.585.2 1566/6/11 23:3015.4720.84.6175.719.55316/14/11 19:0015.3016.04.6165.246.9 1576/7/11 0:0015.3123.24.6138.9810.15326/14/11 19:3015.1917.24.6222.775.5 1586/7/11 0:3015.1830.84.6150.119.85336/14/11 20:0015.1415.24.674.536.6 1596/7/11 1:0015.0221.84.6184.810.25346/14/11 20:3015.0312.74.6169.418.3 1606/7/11 1:3014.8724.74.6182.137.45356/14/11 21:0014.9313.54.6196.35.0 1616/7/11 2:0014.7633.84.4187.035.25366/14/11 21:3014.8614.14.645.366.2 1626/7/11 2:3014.6934.14.4194.335.55376/14/11 22:0014.8013.94.6215.684.0 1636/7/11 3:0014.6030.44.4185.815.15386/14/11 22:3014.7519.44.4194.514.1 1646/7/11 3:3014.5424.44.4191.632.95396/14/11 23:0014.7125.14.4188.833.1 1656/7/11 4:0014.5523.94.4182.653.65406/14/11 23:3014.6919.24.4181.264.1 1666/7/11 4:3014.5224.04.4183.776.35416/15/11 0:0014.6916.14.4174.783.0 1676/7/11 5:0014.5824.64.4188.233.65426/15/11 0:3014.7519.14.4200.214.7 1686/7/11 5:3014.5025.14.4182.022.85436/15/11 1:0014.7812.34.6222.172.7 1696/7/11 6:0014.6115.74.4183.322.95446/15/11 1:3014.8215.14.6192.674.1 1706/7/11 6:3014.5616.34.4187.282.35456/15/11 2:0014.7016.34.6216.123.5 1716/7/11 7:0014.6014.44.4183.233.15466/15/11 2:3014.7535.04.6163.645.2 1726/7/11 7:3014.5813.84.4181.947.05476/15/11 3:0014.6942.14.6213.735.9 1736/7/11 8:0014.4812.84.4186.474.35486/15/11 3:3014.6165.94.7215.9810.7 1746/7/11 8:3014.3712.54.4189.2510.35496/15/11 4:0014.4981.44.7209.1217.1 1756/7/11 9:0014.2213.44.4181.7312.65506/15/11 4:3014.3271.74.9211.0115.0 1766/7/11 9:3014.0314.64.4179.114.15516/15/11 5:0014.2264.04.4211.2314.3 1776/7/11 10:0013.8612.04.4181.813.95526/15/11 5:3013.9847.64.6208.0513.6 1786/7/11 10:3013.6615.24.3180.9612.95536/15/11 6:0013.7944.24.621113.7 1796/7/11 11:0013.4513.44.3177.4212.55546/15/11 6:3013.5638.04.6215.5713.2 1806/7/11 11:3013.2113.74.3177.0514.75556/15/11 7:0013.3735.94.4221.7215.4 100 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 1816/7/11 12:0013.0512.04.3168.7413.45566/15/11 7:3013.1328.84.4166.8815.2 1826/7/11 12:3012.8613.54.1184.839.65576/15/11 8:0012.9141.84.4199.2415.3 1836/7/11 13:0012.7013.54.1179.4310.15586/15/11 8:3012.7440.54.7183.1712.8 1846/7/11 13:3012.5813.44.4181.295.55596/15/11 9:0012.6055.14.7182.9813.0 1856/7/11 14:0012.4713.54.4173.543.25606/15/11 9:3012.4552.75.4185.4314.0 1866/7/11 14:3012.5115.74.4181.284.45616/15/11 10:0012.4954.15.3189.1314.5 1876/7/11 15:0012.5815.84.1182.846.55626/15/11 10:3012.4550.45.1197.3714.4 1886/7/11 15:3012.7018.84.3188.8610.35636/15/11 11:0012.3948.34.1188.913.2 1896/7/11 16:0012.8517.94.3185.0712.55646/15/11 11:3012.4749.74.4205.3713.6 1906/7/11 16:3013.0618.54.4170.7816.05656/15/11 12:0012.5946.04.1182.3913.0 1916/7/11 17:0013.2921.14.3187.6117.25666/15/11 12:3012.7643.84.7193.2816.7 1926/7/11 17:3013.5620.34.3193.7220.55676/15/11 13:0013.0147.34.7191.618.9 1936/7/11 18:0013.8612.24.4201.1217.75686/15/11 13:3013.2937.94.4207.8120.8 1946/7/11 18:3014.1612.94.4188.5519.65696/15/11 14:0013.5636.64.4194.2322.7 1956/7/11 19:0014.4513.84.4189.2318.45706/15/11 14:3013.9133.04.4193.822.9 1966/7/11 19:3014.707.74.6202.1817.25716/15/11 15:0014.2529.84.4192.1219.4 1976/7/11 20:0014.957.14.6195.7415.55726/15/11 15:3014.5631.34.4183.4621.3 1986/7/11 20:3015.216.84.612.4813.65736/15/11 16:0014.8227.84.7188.216.0 1996/7/11 21:0015.376.14.6218.888.75746/15/11 16:3015.0439.64.6168.9417.0 2006/7/11 21:3015.505.74.6155.86.85756/15/11 17:0015.2644.04.6199.3111.0 2016/7/11 22:0015.5611.05.8168.633.65766/15/11 17:3015.3650.55.1187.6412.3 2026/7/11 22:3015.5810.76.1151.252.45776/15/11 18:0015.4852.45.3189.129.1 2036/7/11 23:0015.537.74.6169.283.95786/15/11 18:3015.5949.25.3181.528.6 2046/7/11 23:3015.479.34.6167.036.35796/15/11 19:0015.6154.24.9181.476.9 2056/8/11 0:0015.348.74.6203.748.15806/15/11 19:3015.5356.04.7183.146.8 2066/8/11 0:3015.2613.04.6178.417.95816/15/11 20:0015.4949.74.7187.919.0 2076/8/11 1:0015.0420.44.6146.0719.95826/15/11 20:3015.3752.84.7209.579.3 2086/8/11 1:3014.7816.84.6156.75.45836/15/11 21:0015.2643.54.6171.9510.8 2096/8/11 2:0014.6821.34.4192.256.15846/15/11 21:3015.0848.64.9197.418.5 2106/8/11 2:3014.5920.74.4211.174.55856/15/11 22:0014.9436.85.1191.0210.6 2116/8/11 3:0014.4723.44.4188.27.35866/15/11 22:3014.8641.24.6157.29.5 2126/8/11 3:3014.3719.94.4193.611.55876/15/11 23:0014.7644.04.6191.568.2 2136/8/11 4:0014.2519.34.4194.933.25886/15/11 23:3014.7040.24.6192.347.2 2146/8/11 4:3014.2815.04.4194.213.55896/16/11 0:0014.6839.44.7189.828.4 2156/8/11 5:0014.3116.64.4191.454.05906/16/11 0:3014.6140.24.4197.098.6 2166/8/11 5:3014.3713.84.4201.835.05916/16/11 1:0014.5842.74.7189.258.2 101 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 2176/8/11 6:0014.4510.34.4187.332.05926/16/11 1:3014.6153.34.9196.99.4 2186/8/11 6:3014.4711.14.4182.294.45936/16/11 2:0014.6358.94.9192.298.9 2196/8/11 7:0014.5310.84.4180.963.95946/16/11 2:3014.6845.84.9191.328.3 2206/8/11 7:3014.579.44.4194.163.65956/16/11 3:0014.6547.74.9183.068.4 2216/8/11 8:0014.618.84.4190.712.35966/16/11 3:3014.7148.54.9191.7310.2 2226/8/11 8:3014.619.04.4186.882.45976/16/11 4:0014.5654.25.1190.6111.0 2236/8/11 9:0014.548.54.4205.786.05986/16/11 4:3014.4847.15.1183.113.6 2246/8/11 9:3014.469.34.4189.615.45996/16/11 5:0014.4244.44.9184.1313.4 2256/8/11 10:0014.3613.24.6175.569.66006/16/11 5:3014.2036.75.3181.416.3 2266/8/11 10:3014.2113.24.4183.3110.46016/16/11 6:0014.0434.25.6185.0518.4 2276/8/11 11:0014.0412.94.6176.4913.96026/16/11 6:3013.7538.65.6177.1119.6 2286/8/11 11:3013.8413.44.4184.4614.06036/16/11 7:0013.5633.95.6186.0419.8 2296/8/11 12:0013.6317.64.3190.6713.86046/16/11 7:3013.2535.75.6187.617.7 2306/8/11 12:3013.4317.04.3174.6111.46056/16/11 8:0013.1138.65.7178.2121.4 2316/8/11 13:0013.2617.54.3185.3210.36066/16/11 8:3012.8137.35.6185.6518.3 2326/8/11 13:3013.0915.94.3177.738.46076/16/11 9:0012.6240.45.9188.9717.6 2336/8/11 14:0012.9818.64.4180.227.36086/16/11 9:3012.4636.75.8182.8516.7 2346/8/11 14:3012.9016.34.4183.714.06096/16/11 10:0012.3040.74.9198.5514.9 2356/8/11 15:0012.8518.54.3175.913.56106/16/11 10:3012.2337.65.3194.9611.2 2366/8/11 15:3012.8715.54.3186.916.66116/16/11 11:0012.2037.05.3193.511.2 2376/8/11 16:0012.9913.34.3174.549.36126/16/11 11:3012.2337.35.3195.4611.2 2386/8/11 16:3013.1413.14.3192.0911.56136/16/11 12:0012.3236.65.3201.7710.9 2396/8/11 17:0013.3315.64.3119.7814.96146/16/11 12:3012.4037.14.9191.8615.3 2406/8/11 17:3013.5710.34.3164.6217.26156/16/11 13:0012.6336.54.9167.0614.4 2416/8/11 18:0013.859.84.4186.217.16166/16/11 13:3012.7936.94.7194.9917.9 2426/8/11 18:3014.1010.84.6179.5720.26176/16/11 14:0013.0634.64.3194.8219.1 2436/8/11 19:0014.389.74.4192.9517.96186/16/11 14:3013.3234.84.4189.0421.0 2446/8/11 19:3014.6511.94.4189.0817.06196/16/11 15:0013.6837.34.6192.1623.6 2456/8/11 20:0014.908.74.6196.914.86206/16/11 15:3013.9838.14.7183.1224.0 2466/8/11 20:3015.127.64.6186.314.26216/16/11 16:0014.3239.44.9187.1723.1 2476/8/11 21:0015.277.54.6186.9710.66226/16/11 16:3014.6840.14.4184.4319.3 2486/8/11 21:3015.458.54.6162.217.96236/16/11 17:0014.9248.64.9191.6816.7 2496/8/11 22:0015.576.34.6172.443.96246/16/11 17:3015.1654.64.7173.3713.7 2506/8/11 22:3015.617.94.6187.542.06256/16/11 18:0015.3653.24.6189.5612.3 2516/8/11 23:0015.597.64.6184.564.56266/16/11 18:3015.4855.94.6191.477.9 2526/8/11 23:3015.557.74.6186.556.66276/16/11 19:0015.5350.34.6195.786.9 102 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 2536/9/11 0:0015.437.74.6190.8511.46286/16/11 19:3015.5358.04.6189.767.2 2546/9/11 0:3015.277.54.6180.9911.66296/16/11 20:0015.5045.84.6180.168.3 2556/9/11 1:0015.058.64.6177.1913.16306/16/11 20:3015.4458.54.7196.849.8 2566/9/11 1:3014.899.64.6167.2812.76316/16/11 21:0015.3066.84.9199.2310.8 2576/9/11 2:0014.7110.14.4183.79.96326/16/11 21:3015.1966.64.9192.5812.3 2586/9/11 2:3014.5310.14.4180.329.96336/16/11 22:0015.0859.44.7189.2710.8 2596/9/11 3:0014.4310.84.4181.788.46346/16/11 22:3014.9141.04.7198.1211.0 2606/9/11 3:3014.319.54.4185.578.76356/16/11 23:0014.8050.15.1195.4911.2 2616/9/11 4:0014.2210.64.4186.275.96366/16/11 23:3014.6445.74.7203.939.8 2626/9/11 4:3014.1410.54.4180.375.96376/17/11 0:0014.5439.94.7204.827.8 2636/9/11 5:0014.108.14.4181.742.86386/17/11 0:3014.4943.04.6189.957.7 2646/9/11 5:3014.119.14.4187.682.76396/17/11 1:0014.4641.54.4189.016.2 2656/9/11 6:0014.139.44.4178.263.46406/17/11 1:3014.4246.04.6198.987.7 2666/9/11 6:3014.1911.44.4182.073.76416/17/11 2:0014.4951.64.7201.377.8 2676/9/11 7:0014.2510.74.4183.264.76426/17/11 2:3014.4958.94.7197.979.2 2686/9/11 7:3014.3113.34.4180.754.86436/17/11 3:0014.6046.84.6191.357.4 2696/9/11 8:0014.3616.84.4179.225.36446/17/11 3:3014.6446.24.9192.156.4 2706/9/11 8:3014.4322.14.4177.673.66456/17/11 4:0014.6443.54.7192.186.1 2716/9/11 9:0014.4322.84.6174.773.66466/17/11 4:3014.6736.24.9195.635.8 2726/9/11 9:3014.4125.04.6176.414.56476/17/11 5:0014.6023.44.6183.155.0 2736/9/11 10:0014.3727.34.6183.086.16486/17/11 5:3014.5729.74.6190.338.4 2746/9/11 10:3014.3327.14.6182.548.16496/17/11 6:0014.4532.34.6185.3312.4 2756/9/11 11:0014.2221.74.9186.498.86506/17/11 6:3014.3235.24.6182.5813.8 2766/9/11 11:3014.1122.14.7183.1612.86516/17/11 7:0014.0633.04.7186.7716.2 2776/9/11 12:0013.9420.84.4181.059.36526/17/11 7:3013.8436.44.6185.117.5 2786/9/11 12:3013.7424.94.7178.4813.06536/17/11 8:0013.6041.65.118215.5 2796/9/11 13:0013.5818.54.7159.610.16546/17/11 8:3013.3839.64.3191.3319.7 2806/9/11 13:3013.4223.04.3171.169.26556/17/11 9:0013.0736.24.6179.5318.4 2816/9/11 14:0013.2817.44.4171.937.66566/17/11 9:3012.8538.75.3183.4816.1 2826/9/11 14:3013.1920.74.4171.297.36576/17/11 10:0012.6434.05.3184.7213.9 2836/9/11 15:0013.1414.54.3175.284.76586/17/11 10:3012.4231.95.3189.5511.0 2846/9/11 15:3013.1014.64.3169.722.36596/17/11 11:0012.2535.44.7186.7510.8 2856/9/11 16:0013.1213.04.3171.385.26606/17/11 11:3012.2129.14.1190.497.5 2866/9/11 16:3013.1913.04.3161.428.06616/17/11 12:0012.1435.14.3181.917.5 2876/9/11 17:0013.3312.24.3166.129.96626/17/11 12:3012.1841.14.1192.329.6 2886/9/11 17:3013.4614.54.3176.4814.16636/17/11 13:0012.2947.74.4189.1915.4 103 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 2896/9/11 18:0013.6810.64.3181.9514.36646/17/11 13:3012.4551.94.1194.8217.8 2906/9/11 18:3013.9112.24.4203.2819.16656/17/11 14:0012.6661.34.6186.9822.3 2916/9/11 19:0014.2016.66.3182.4718.76666/17/11 14:3012.9455.24.3191.9324.1 2926/9/11 19:3014.4511.54.4190.4218.76676/17/11 15:0013.2556.64.4194.0522.1 2936/9/11 20:0014.7311.34.6192.0116.86686/17/11 15:3013.6447.34.4194.8725.5 2946/9/11 20:3014.9410.84.6219.0913.76696/17/11 16:0014.0137.54.6201.4824.2 2956/9/11 21:0015.1818.74.6187.277.06706/17/11 16:3014.3540.64.4192.6723.9 2966/9/11 21:3015.2720.64.6160.0114.46716/17/11 17:0014.7035.34.6197.9219.7 2976/9/11 22:0015.3520.34.6199.874.36726/17/11 17:3015.0038.84.6182.9616.5 2986/9/11 22:3015.2926.44.6172.374.26736/17/11 18:0015.2141.75.1178.4714.8 2996/9/11 23:0015.3535.14.6197.317.16746/17/11 18:3015.3947.25.1181.6412.8 3006/9/11 23:3015.2148.04.6184.096.96756/17/11 19:0015.5847.04.9187.9810.0 3016/10/11 0:0015.1248.34.7197.359.76766/17/11 19:3015.6741.25.3189.097.4 3026/10/11 0:3015.0045.14.7203.310.56776/17/11 20:0015.7340.15.1183.97.7 3036/10/11 1:0014.8643.44.7197.9710.06786/17/11 20:3015.6950.24.6187.658.3 3046/10/11 1:3014.6937.54.9196.0513.76796/17/11 21:0015.6445.05.6182.7310.5 3056/10/11 2:0014.4544.54.6199.2814.86806/17/11 21:3015.5447.45.6181.6412.8 3066/10/11 2:3014.3655.75.1191.9716.46816/17/11 22:0015.3443.65.3192.3612.5 3076/10/11 3:0014.2055.85.3189.7815.06826/17/11 22:3015.1946.94.7182.4214.6 3086/10/11 3:3014.0152.35.6189.0816.46836/17/11 23:0015.0036.15.3193.8713.9 3096/10/11 4:0013.9750.15.1185.3715.56846/17/11 23:3014.8833.95.8190.2613.5 3106/10/11 4:3013.7649.95.1175.6914.56856/18/11 0:0014.7434.45.6189.2110.5 3116/10/11 5:0013.7344.45.1183.4913.66866/18/11 0:3014.6533.35.1194.099.7 3126/10/11 5:3013.6642.25.1186.0412.36876/18/11 1:0014.5433.55.3196.177.0 3136/10/11 6:0013.6640.35.1183.2613.46886/18/11 1:3014.5336.14.9188.227.1 3146/10/11 6:3013.7039.65.6190.8613.26896/18/11 2:0014.5635.35.1192.166.9 3156/10/11 7:0013.7138.15.1189.9511.06906/18/11 2:3014.5634.24.9187.826.8 3166/10/11 7:3013.7838.95.1183.711.76916/18/11 3:0014.6033.44.9189.056.8 3176/10/11 8:0013.8934.74.9185.3311.66926/18/11 3:3014.6733.44.4193.257.0 3186/10/11 8:3014.0436.15.3187.4511.36936/18/11 4:0014.6839.55.6185.317.2 3196/10/11 9:0014.1035.84.4190.938.56946/18/11 4:3014.7340.74.7188.986.6 3206/10/11 9:3014.2035.94.9188.288.66956/18/11 5:0014.7439.55.3193.258.7 3216/10/11 10:0014.2635.54.9187.646.36966/18/11 5:3014.7637.84.9192.438.1 3226/10/11 10:3014.3135.14.7186.086.46976/18/11 6:0014.7340.15.1187.288.5 3236/10/11 11:0014.3132.44.7189.746.56986/18/11 6:3014.5837.15.1189.59.6 3246/10/11 11:3014.2337.24.4188.475.66996/18/11 7:0014.4539.34.4181.2813.8 104 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 3256/10/11 12:0014.1839.84.4187.277.47006/18/11 7:3014.2442.64.9190.4515.4 3266/10/11 12:3014.1536.84.4184.027.57016/18/11 8:0014.1236.74.7183.8720.7 3276/10/11 13:0014.0430.64.7185.2810.57026/18/11 8:3013.9036.94.9189.9818.5 3286/10/11 13:3013.9131.54.7188.0510.57036/18/11 9:0013.6240.94.9185.5316.7 3296/10/11 14:0013.8033.24.6183.439.97046/18/11 9:3013.3843.25.3191.4720.2 3306/10/11 14:3013.6531.74.9189.737.37056/18/11 10:0013.1138.84.4186.0317.7 3316/10/11 15:0013.6234.14.6185.649.37066/18/11 10:3012.8435.94.9188.9717.9 3326/10/11 15:3013.5134.54.6184.919.07076/18/11 11:0012.6033.54.3186.916.9 3336/10/11 16:0013.5034.34.4194.686.77086/18/11 11:3012.3631.05.3182.5612.0 3346/10/11 16:3013.4537.74.3200.2211.27096/18/11 12:0012.2734.85.3185.8911.0 3356/10/11 17:0013.6037.24.4189.289.47106/18/11 12:3012.1334.24.7190.2610.0 3366/10/11 17:3013.6336.94.3188.326.17116/18/11 13:0012.1339.55.1189.4710.6 3376/10/11 18:0013.6728.64.3183.656.37126/18/11 13:3012.2548.75.1186.7215.7 3386/10/11 18:3013.7427.64.3188.765.27136/18/11 14:0012.2644.54.6194.514.7 3396/10/11 19:0013.8541.74.4185.6212.37146/18/11 14:3012.5543.25.1194.2219.5 3406/10/11 19:3014.0053.54.9186.2715.97156/18/11 15:0012.7747.64.9192.0419.4 3416/10/11 20:0014.2177.04.9189.1618.57166/18/11 15:3013.0344.24.9188.0824.1 3426/10/11 20:3014.3858.24.6187.7818.67176/18/11 16:0013.3645.94.9191.7425.0 3436/10/11 21:0014.6061.54.7188.9615.47186/18/11 16:3013.6743.54.6197.0822.7 3446/10/11 21:3014.8051.14.7186.9111.27196/18/11 17:0014.0243.94.7191.6924.4 3456/10/11 22:0014.9256.04.7186.3511.27206/18/11 17:3014.3942.64.6193.9221.0 3466/10/11 22:3015.0643.74.6180.517.37216/18/11 18:0014.6247.54.7186.0519.7 3476/10/11 23:0015.1645.14.7190.868.87226/18/11 18:3014.9554.24.6176.0416.3 3486/10/11 23:3015.1845.64.7185.588.37236/18/11 19:0015.1758.24.9171.5115.0 3496/11/11 0:0015.1454.54.9184.879.57246/18/11 19:3015.3456.54.9183.0611.5 3506/11/11 0:3015.1437.94.7190.528.37256/18/11 20:0015.4753.65.1183.718.4 3516/11/11 1:0014.9334.25.1188.87.97266/18/11 20:3015.4959.44.6177.58.7 3526/11/11 1:3014.9035.54.7185.258.97276/18/11 21:0015.5559.24.6178.189.1 3536/11/11 2:0014.7131.44.7190.614.47286/18/11 21:3015.4567.75.3181.7910.2 3546/11/11 2:3014.5330.54.7171.515.37296/18/11 22:0015.3866.04.9175.9713.2 3556/11/11 3:0014.3132.04.4189.414.27306/18/11 22:3015.2357.64.9169.8513.7 3566/11/11 3:3014.1734.54.4192.4214.17316/18/11 23:0015.0552.94.6177.7214.0 3576/11/11 4:0013.9536.44.4188.0715.87326/18/11 23:3014.8949.44.9184.2714.6 3586/11/11 4:3013.7837.14.6190.7611.77336/19/11 0:0014.6943.74.4187.8611.5 3596/11/11 5:0013.6547.94.6195.3911.57346/19/11 0:3014.5736.05.8189.5610.3 3606/11/11 5:3013.5354.54.4188.329.77356/19/11 1:0014.4239.25.1191.9210.4 105 No m/d/yy hh:mm WD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) No m/d/yy hh:mmWD (m) Hi (cm) Tp (s) Direction (deg) Ht (cm) 3616/11/11 6:0013.4952.34.4185.3510.77366/19/11 1:3014.4032.14.4180.828.7 3626/11/11 6:3013.4147.64.3188.379.77376/19/11 2:0014.3931.95.6183.677.9 3636/11/11 7:0013.4056.64.6189.9710.47386/19/11 2:3014.3334.04.7193.67.4 3646/11/11 7:3013.4158.64.9192.7510.27396/19/11 3:0014.3533.34.9188.137.6 3656/11/11 8:0013.3356.94.7185.0511.97406/19/11 3:3014.4130.15.1189.678.7 3666/11/11 8:3013.4969.04.9190.2313.67416/19/11 4:0014.4530.55.1184.347.1 3676/11/11 9:0013.5466.55.1187.2916.27426/19/11 4:3014.4733.75.3180.098.7 3686/11/11 9:3013.6560.84.9189.0714.97436/19/11 5:0014.5734.54.6183.926.9 3696/11/11 10:0013.8162.04.9190.0514.97446/19/11 5:3014.6536.05.3183.457.2 3706/11/11 10:3013.9359.94.6180.0915.47456/19/11 6:0014.6233.84.6188.96.7 3716/11/11 11:0014.0467.34.6186.9315.37466/19/11 6:3014.6833.04.4180.877.0 3726/11/11 11:3014.1554.44.7186.9110.37476/19/11 7:0014.6136.05.1188.5410.0 3736/11/11 12:0014.2046.84.9186.298.57486/19/11 7:3014.4537.65.6181.7313.8 3746/11/11 12:3014.3042.14.7187.47.37496/19/11 8:0014.3138.74.9186.8115.9 3756/11/11 13:0014.2829.44.4188.775.57506/19/11 8:3014.1236.74.7197.2313.7 106 107 2 0 45 2421 . 654 302 . 2 064 . 53 377 . 0gTHLBLHKi it+ + = (25) Variables Entered/Removedb ModelVariables EnteredVariables RemovedMethod 1Hi/gT2, Hi/L, B/L.Enter a. All requested variables entered. b. Dependent Variable: Kt Model Summary ModelRR SquareAdjusted R Square Std. Error of the Estimate 1.983a.967.947.057419888189511 a. Predictors: (Constant), Hi/gT2, Hi/L, B/L ANOVAb ModelSum of SquaresdfMean SquareFSig. 1Regression.4863.16249.127.000a Residual.0165.003 Total.5028 a. Predictors: (Constant), Hi/gT2, Hi/L, B/L b. Dependent Variable: Kt Coefficientsa Model Unstandardized Coefficients Standardized Coefficients tSig.BStd. ErrorBeta 1(Constant).377.259 1.452.206 Hi/L-53.06412.427-.507-4.270.008 B/L2.3022.309.139.997.364 Hi/gT2654.421147.257.4914.444.007 a. Dependent Variable: Kt 108 189 . 0 088 . 42 + =T gdBhKst(24) Iteration Historyb Iteration NumberaResidual Sum of Squares Parameter CA 1.01248.687100.000.300 1.1.0214.088.189 2.0.0214.088.189 2.1.0214.088.189 Derivatives are calculated numerically. a. Major iteration number is displayed to the left of the decimal, and minor iteration number is to the right of the decimal. b. Run stopped after 4 model evaluations and 2 derivative evaluations because the relative reduction between successive residual sums of squares is at most SSCON = 1.00E-008. Parameter Estimates ParameterEstimateStd. Error 95% Confidence Interval Lower BoundUpper Bound C4.088.3263.3174.860 A.189.040.095.283 Correlations of Parameter Estimates CA C1.000-.886 A-.8861.000 ANOVAa SourceSum of SquaresdfMean Squares Regression4.04722.024 Residual.0217.003 Uncorrected Total4.0699 Corrected Total.5028 Dependent variable: Kt a. R squared = 1 - (Residual Sum of Squares) / (Corrected Sum of Squares) = .957. 109 2 45 90 LBLHgTHKi it154 . 2 393 . 27 966 . 534 157 . 02+ + = (27) Variables Entered/Removeda ModelVariables EnteredVariables RemovedMethod 1Hi/gT2.Stepwise (Criteria: Probability-of-F-to-enter = .100). 2Hi/L.Stepwise (Criteria: Probability-of-F-to-enter = .100). 3B/L.Stepwise (Criteria: Probability-of-F-to-enter = .100). a. Dependent Variable: Kt Model Summary ModelRR SquareAdjusted R SquareStd. Error of the Estimate 1.626a.392.378.130971889775923 2.921b.849.842.066083473652000 3.930c.865.855.063271200718007 a. Predictors: (Constant), Hi/gT2 b. Predictors: (Constant), Hi/gT2, Hi/L c. Predictors: (Constant), Hi/gT2, Hi/L, B/L 110 ANOVAd ModelSum of SquaresDfMean SquareFSig. 1Regression.4751.47527.705.000a Residual.73843.017 Total1.21344 2Regression1.0292.515117.865.000b Residual.18342.004 Total1.21344 3Regression1.0493.35087.323.000c Residual.16441.004 Total1.21344 a. Predictors: (Constant), Hi/gT2 b. Predictors: (Constant), Hi/gT2, Hi/L c. Predictors: (Constant), Hi/gT2, Hi/L, B/L d. Dependent Variable: Kt Coefficientsa Model Unstandardized Coefficients Standardized Coefficients tSig.BStd. ErrorBeta 1(Constant).105.057 1.859.070 Hi/gT2414.05578.664.6265.264.000 2(Constant).340.035 9.623.000 Hi/gT2558.88141.721.84513.396.000 Hi/L-27.8142.469-.711-11.265.000 3(Constant).157.090 1.746.088 Hi/gT2534.96641.405.80912.920.000 Hi/L-27.3932.372-.700-11.550.000 B/L2.154.982.1312.195.034 a. Dependent Variable: Kt 111 Excluded Variablesd ModelBeta IntSig.Partial Correlation Collinearity Statistics Tolerance 1Hi/L-.711a-11.265.000-.867.905 h/L.181a1.485.145.223.929 ds/h-.074a-.609.546-.094.965 B/L.186a1.540.131.231.937 ds/L.083a.654.517.100.899 2h/L.129b2.160.037.320.924 ds/h-.022b-.358.722-.056.959 B/L.131b2.195.034.324.931 ds/L.081b1.290.204.198.899 3h/L-.241c-.312.756-.049.006 ds/h-.015c-.253.802-.040.956 ds/L-.027c-.312.756-.049.445 a. Predictors in the Model: (Constant), Hi/gT2 b. Predictors in the Model: (Constant), Hi/gT2, Hi/L c. Predictors in the Model: (Constant), Hi/gT2, Hi/L, B/L d. Dependent Variable: Kt 112 088 . 0 534 . 42 + =T gdBhKst(28) Iteration Historyb Iteration NumberaResidual Sum of Squares Parameter CA 1.02366.354100.000.300 1.1.1074.534.088 2.0.1074.534.088 2.1.1074.534.088 Derivatives are calculated numerically. a. Major iteration number is displayed to the left of the decimal, and minor iteration number is to the right of the decimal. b. Run stopped after 4 model evaluations and 2 derivative evaluations because the relative reduction between successive residual sums of squares is at most SSCON = 1.00E-008. Parameter Estimates ParameterEstimateStd. Error 95% Confidence Interval Lower BoundUpper Bound C4.534.2154.1004.967 A.088.016.056.120 Correlations of Parameter Estimates CA C1.000-.884 A-.8841.000 ANOVAa SourceSum of SquaresdfMean Squares Regression7.75623.878 Residual.10743.002 Uncorrected Total7.86345 Corrected Total1.21344 Dependent variable: Kt a. R squared = 1 - (Residual Sum of Squares) / (Corrected Sum of Squares) = .912. 113 3 0 45 |.|

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\|+ |.|

\| =LdgTHLHKs i it724 . 2 985 . 878 569 . 46 217 . 02(29) Variables Entered/Removeda ModelVariables EnteredVariables RemovedMethod 1Hi/L.Stepwise (Criteria: Probability-of-F-to-enter = .100). 2Hi/gT2.Stepwise (Criteria: Probability-of-F-to-enter = .100). 3ds/L.Stepwise (Criteria: Probability-of-F-to-enter = .100). a. Dependent Variable: Kt Model Summary ModelRR SquareAdjusted R Square Std. Error of the Estimate 1.520a.270.260.226733537878092 2.886b.785.779.123953486023126 3.897c.804.795.119231747478244 a. Predictors: (Constant), Hi/L b. Predictors: (Constant), Hi/L, Hi/gT2 c. Predictors: (Constant), Hi/L, Hi/gT2, ds/L 114 ANOVAd ModelSum of SquaresdfMean SquareFSig. 1Regression1.33311.33325.930.000a Residual3.59970.051 Total4.93271 2Regression3.87121.936125.986.000b Residual1.06069.015 Total4.93271 3Regression3.96531.32292.965.000c Residual.96768.014 Total4.93271 a. Predictors: (Constant), Hi/L b. Predictors: (Constant), Hi/L, Hi/gT2 c. Predictors: (Constant), Hi/L, Hi/gT2, ds/L d. Dependent Variable: Kt Coefficientsa Model Unstandardized Coefficients Standardized Coefficients tSig.BStd. ErrorBeta 1(Constant).684.049 13.862.000 Hi/L-27.9185.483-.520-5.092.000 2(Constant).438.033 13.228.000 Hi/L-46.4193.325-.864-13.961.000 Hi/gT2837.85465.185.79612.854.000 3(Constant).217.092 2.373.020 Hi/L-46.5693.199-.867-14.558.000 Hi/gT2878.98564.721.83513.581.000 ds/L2.7241.063.1432.564.013 a. Dependent Variable: Kt 115 Excluded Variablesd ModelBeta IntSig.Partial Correlation Collinearity Statistics Tolerance 1h/L.175a1.743.086.2051.000 ds/h-.138a-1.352.181-.161.989 B/L.212a2.128.037.248.999 ds/L-.045a-.433.666-.052.990 Hi/gT2.796a12.854.000.840.813 2h/L.094b1.697.094.202.987 ds/h.112b1.920.059.227.881 B/L.044b.763.448.092.943 ds/L.143b2.564.013.297.929 3h/L.040c.652.517.079.786 ds/h-.090c-.711.479-.087.182 B/L.036c.652.517.079.940 a. Predictors in the Model: (Constant), Hi/L b. Predictors in the Model: (Constant), Hi/L, Hi/gT2 c. Predictors in the Model: (Constant), Hi/L, Hi/gT2, ds/L d. Dependent Variable: Kt 116 126 . 0 678 . 152 + =T gdBhKst(30) Iteration Historyb Iteration NumberaResidual Sum of Squares Parameter CA 1.0414.964100.000.300 1.11.00215.678.126 2.01.00215.678.126 2.11.00215.678.126 Derivatives are calculated numerically. a. Major iteration number is displayed to the left of the decimal, and minor iteration number is to the right of the decimal. b. Run stopped after 4 model evaluations and 2 derivative evaluations because the relative reduction between successive residual sums of squares is at most SSCON = 1.00E-008. Parameter Estimates ParameterEstimateStd. Error 95% Confidence Interval Lower BoundUpper Bound C15.678.94713.79117.566 A.126.025.075.176 Correlations of Parameter Estimates CA C1.000-.830 A-.8301.000 ANOVAa SourceSum of SquaresdfMean Squares Regression20.024210.012 Residual1.00270.014 Uncorrected Total21.02772 Corrected Total4.93271 Dependent variable: Kt a. R squared = 1 - (Residual Sum of Squares) / (Corrected Sum of Squares) = .797. 117 3 45 90 LdgTHLHKs i it314 . 1 724 . 707 007 . 33 258 . 02 + + = (31) Variables Entered/Removeda ModelVariables EnteredVariables RemovedMethod 1Hi/L.Stepwise (Criteria: Probability-of-F-to-enter = .100). 2Hi/gT2.Stepwise (Criteria: Probability-of-F-to-enter = .100). 3ds/L.Stepwise (Criteria: Probability-of-F-to-enter = .100). a. Dependent Variable: Kt Model Summary ModelRR SquareAdjusted R Square Std. Error of the Estimate 1.516a.266.264.150695925200279 2.882b.778.776.083067005679967 3.887c.786.785.081535286711850 a. Predictors: (Constant), Hi/L b. Predictors: (Constant), Hi/L, Hi/gT2 c. Predictors: (Constant), Hi/L, Hi/gT2, ds/L 118 ANOVAd ModelSum of SquaresdfMean SquareFSig. 1Regression3.17713.177139.879.000a Residual8.766386.023 Total11.942387 2Regression9.28624.643672.870.000b Residual2.657385.007 Total11.942387 3Regression9.38933.130470.793.000c Residual2.553384.007 Total11.942387 a. Predictors: (Constant), Hi/L b. Predictors: (Constant), Hi/L, Hi/gT2 c. Predictors: (Constant), Hi/L, Hi/gT2, ds/L d. Dependent Variable: Kt Coefficientsa Model Unstandardized Coefficients Standardized Coefficients tSig.BStd. ErrorBeta 1(Constant).507.020 25.776.000 Hi/L-20.7481.754-.516-11.827.000 2(Constant).350.012 28.954.000 Hi/L-32.9281.050-.819-31.358.000 Hi/gT2683.14822.959.77729.755.000 3(Constant).258.026 9.844.000 Hi/L-33.0071.031-.820-32.018.000 Hi/gT2707.72423.379.80530.272.000 ds/L1.314.333.0973.950.000 a. Dependent Variable: Kt 119 Excluded Variablesd ModelBeta IntSig.Partial Correlation Collinearity Statistics Tolerance 1h/L.064a1.438.151.073.956 ds/h-.159a-3.711.000-.1861.000 B/L.110a2.473.014.125.955 ds/L-.101a-2.318.021-.117.992 Hi/gT2.777a29.755.000.835.848 2h/L.076b3.118.002.157.956 ds/h.073b2.913.004.147.901 B/L.056b2.282.023.116.950 ds/L.097b3.950.000.198.921 3h/L.031c1.033.302.053.631 ds/h-.054c-1.056.292-.054.213 B/L.027c1.033.302.053.841 a. Predictors in the Model: (Constant), Hi/L b. Predictors in the Model: (Constant), Hi/L, Hi/gT2 c. Predictors in the Model: (Constant), Hi/L, Hi/gT2, ds/L d. Dependent Variable: Kt 120 064 . 0 979 . 142+ =T gdBhKst(32) Iteration Historyb Iteration NumberaResidual Sum of Squares Parameter CA 1.01259.286100.000.300 1.11.36914.979.064 2.01.36914.979.064 2.11.36914.979.064 Derivatives are calculated numerically. a. Major iteration number is displayed to the left of the decimal, and minor iteration number is to the right of the decimal. b. Run stopped after 4 model evaluations and 2 derivative evaluations because the relative reduction between successive residual sums of squares is at most SSCON = 1.00E-008. Parameter Estimates ParameterEstimateStd. Error 95% Confidence Interval Lower BoundUpper Bound C14.979.27414.44015.519 A.064.005.053.074 Correlations of Parameter Estimates CA C1.000-.812 A-.8121.000 ANOVAa SourceSum of SquaresdfMean Squares Regression43.855221.928 Residual1.369386.004 Uncorrected Total45.224388 Corrected Total11.942387 Dependent variable: Kt a. R squared = 1 - (Residual Sum of Squares) / (Corrected Sum of Squares) = .885. 121 2 2502 . ..2526 .. 2552 .. 2554 2554 - ... ..2524 - 2530 .. 2530 - 2531 .. 2531 , , 2552, , 6, , 28 30 2552 122 , 2551, , 13, 14 16 2551 , 2551, 2, 13, 14 16 2551 , 2551, , 13, 14 16 2551 Chewapreecha, K., 2002, Malaysia Hub and Thailand Gateway: A Competing or Supporting Strategy, MIMA GMV Conference on Intra Asean Shipping and Port Development, 17 October 2002, Kuala Lumpur, Malaysia, , 2543, , 5, 10 11 2543,