UKCUNDER KEEL CLEARANCE

L.B.P.183.00mChannel Width150mBeam27.42mControl Depth (inc Tide)11.40mBlock Coefficient0.7982mStatic Max Draft7.00mStatic UKC4.40mWIDTH OF INFLUENCE235.46mGROUNDING SPEED12.76kts

KnotsSpeed thru' the Water123456789101112131415Max Squat in Confined Channels (m)0.0080.0640.1440.2550.3990.5750.7821.0221.2931.5961.9322.2992.6983.1293.592Under Keel Clearance 4.44.34.34.14.03.83.63.43.12.82.52.11.71.30.8Dinamic draft7.017.067.147.267.407.577.788.028.298.608.939.309.7010.1310.59

Max Squat in Open Water and Confined Channels (m).0.040.160.360.641.001.441.962.553.233.994.835.756.747.827.82Under Keel Clearance SlowSlowSlowSlowSlow4.44.24.03.83.43.02.41.81.20.4DownDownDownDownDownDinamic draft7.047.167.367.648.008.448.969.5510.2310.9911.8312.7513.7414.8214.82

Max Squat in Open Water (m).0.010.030.070.130.200.290.390.510.650.800.971.151.351.561.56Under Keel Clearance 4.44.44.34.34.24.14.03.93.83.63.43.33.12.82.8Dinamic draft7.017.037.077.137.207.297.397.517.657.807.978.158.358.568.56

Calculo calados Rio Mag1. Calado El calado mximo de ingreso al puerto debe ser calculado por el capitn del buque teniendo en cuenta:a. La profundidad mnima dentro del canal navegable para cada sector.b. Un margen de seguridad del 10%, que se debe disminuir a la profundidad mnima dentro del canal navegable para cada sector.c. Un asiento a popa de 0.3048 metros.Debe considerar en el calado mximo del buque el efecto SQUAT, para lo cual debe usar los clculos y tablas especficamente diseadas para su buque

REFERENCIA PLANOFECHA ELABORACIONSECTORENFILACIONPOSICION (wgs-84) PROFUNDIDAD MINIMA (mts)Margen de Seguridad 10% Prof Minima-bSquatCaldo max Arribo7.01234567891011121314150.01UKC0.06UKC0.14UKC0.26UKC0.40UKC0.57UKC0.78UKC1.02UKC1.29UKC1.60UKC1.93UKC2.30UKC2.70UKC3.13UKC3.59UKChttp://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=365312913-Apr-15Mar deEnfilacinE1-E3(135.7)11 07 05,40 N74 51 43,45 W13.51.412.212.15.112.15.112.05.012.25.211.84.811.64.611.44.411.14.110.93.910.63.610.23.29.92.99.52.59.02.08.61.6E1-E3A(139,3)11 07 08,15 N74 51 41,35 W12.21.211.011.04.010.93.910.83.811.04.010.63.610.43.410.23.210.03.09.72.79.42.49.02.08.71.78.31.37.90.97.40.4http://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=365312913-Apr-15MUZ-X6E6-E8(167,7)E.A.11 06 25,80 N74 51 15,16 W101.09.09.02.08.91.98.91.99.02.08.61.68.41.48.21.28.01.07.70.77.40.47.10.16.7-0.36.3-0.75.9-1.15.4-1.6E10-E12(167,3)E.V.11 05 48,74 N74 50 57,40 W11.41.110.310.33.310.23.210.13.110.33.39.92.99.72.79.52.59.22.29.02.08.71.78.31.38.01.07.60.67.10.16.7-0.3http://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=3654Verificacin13014-Apr-15Boya 1-Boya 7E6-E8(A) 11 05 24,50 N74 50 59,06 W11.41.110.310.33.310.23.210.13.110.33.39.92.99.72.79.52.59.22.29.02.08.71.78.31.38.01.07.60.67.10.16.7-0.3E10-E12(V)11 05 33,91 N74 50 59,03 W10.21.09.29.22.29.12.19.02.09.22.28.81.88.61.68.41.48.21.27.90.97.60.67.20.26.9-0.16.5-0.56.1-0.95.6-1.4file:///C:/Users/ectmcp03/Downloads/planos-hfm108_253_by7_by11_10-03-15.pdf10810-Mar-15Boya 7-Boya 1111 03 25,85 N74 50 08,29 W10.21.09.29.22.29.12.19.02.09.22.28.81.88.61.68.41.48.21.27.90.97.60.67.20.26.9-0.16.5-0.56.1-0.95.6-1.4http://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=361211012-Mar-15Boya 11-Boya 1311 02 49,97 N74 49 30,82 W10.91.19.89.82.89.72.79.72.79.82.89.42.49.22.29.02.08.81.88.51.58.21.27.90.97.50.57.10.16.7-0.36.2-0.8http://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=36481269-Mar-15Boya 13-Boya 1811 01 43,93 N74 47 52,69 W11.51.210.410.33.310.33.310.23.210.43.410.03.09.82.89.62.69.32.39.12.18.81.88.41.48.11.17.70.77.20.26.8-0.2http://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=364912710-Apr-15Boya 18-Boya 2811 00 54,32 N74 46 33,45 W11.51.210.410.33.310.33.310.23.210.43.410.03.09.82.89.62.69.32.39.12.18.81.88.41.48.11.17.70.77.20.26.8-0.2http://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=361511113-Mar-15Boya 28-Boya 2910 00 22,01 N74 46 04,27 W12.21.211.011.04.010.93.910.83.811.04.010.63.610.43.410.23.210.03.09.72.79.42.49.02.08.71.78.31.37.90.97.40.4http://www.cormagdalena.com.co/i1258-Apr-15Boya 29-Boya 3110 58 23,00 N74 45 27,00 W10.91.19.89.82.89.72.79.72.79.82.89.42.49.22.29.02.08.81.88.51.58.21.27.90.97.50.57.10.16.7-0.36.2-0.8file:///C:/Users/ectmcp03/Downloads/planos-hfm128_253_by31_darsena_11-04-15.pdf12811-Mar-15Boya 31-Drsena10 57 43,34 N74 45 22,01 W10.51.19.59.42.49.42.49.32.39.52.59.12.18.91.98.71.78.41.48.21.27.90.97.50.57.20.26.8-0.26.3-0.75.9-1.1http://www.cormagdalena.com.co/idehacor/indes.jsp?sector=1&ID=36451247-Apr-15Drsena-PuenteLaureano Gmez10 57 16,54 N74 45 27,31 W8.30.87.57.50.57.40.47.30.37.50.57.10.16.9-0.16.7-0.36.4-0.66.2-0.85.9-1.15.5-1.55.2-1.84.8-2.24.3-2.73.9-3.1

Hoja2Ship Squat Curves0.7982Ship Speed Maximum squats Maximum squats Maximum squats (knots).in Open Water (m).in Confined Channels (m).in Open Water and Confined Channels (m).Bottom of the river00.000.000.004.4010.010.0160.044.4020.030.0640.164.4030.070.1440.364.4040.130.2550.644.4050.200.3991.004.4060.290.5751.444.4070.390.7821.964.4080.511.0222.554.4090.651.2933.234.40100.801.5963.994.40110.971.9324.834.40121.152.2995.754.40131.352.6986.744.40141.563.1297.824.40151.803.5928.984.40

Hoja1

AO 2012AO 2013AO 2014AO 2015Jun-12Jul-12Aug-12Sep-12Oct-12Nov-12Dec-12Jan-13Feb-13Mar-13Apr-13May-13Jun-13Jul-13Aug-13Sep-13Oct-13Nov-13Dec-13Jan-14Feb-14Mar-14Apr-14May-14Jun-14Jul-14Aug-14Sep-14Oct-14Nov-14Dec-14Jan-15Feb-15Mar-15Apr-15

SECTORES

ENFILACION11,9 - 12,711,9 - 12,711,9 - 13,011,9 - 13,013,1 - 19,613,1 - 19,612,0 - 17,012,6 - 17,712,4 - 14,912,4 - 14,914,1 - 14,214,5 - 17,910.910.911.410.811.511.311.614141413.712.814.114.114.313.314.515.313.915.712.313.511,0 - 12,711,0 - 12,711,0 - 12,911,0 - 12,912,0 - 19,212,0 - 19,211,6 - 19,111,7 - 15,311,1 - 16,611,1 - 16,611,1 - 14,711,9 - 19,414.714.714.514.212.912.11211.611.612.212.21111.111.112.211.71211.310.91210.412.2

MUZ-X614,0 - 13,014,0 - 13,914,0 - 13,912,6 - 12,415,1 - 13,18,8 - 9,512,7 - 13,59,9 - 13,110,2 - 13,210,2 - 13,110,7 - 14,310,7 - 11,310.11113.31211.112.29.711.811.212.712.211.612.111.511.311.210.511.610.911.410.91012.810.511.911.311.911.311.512.512.912.912.41110.510.212.211.911.911.712.41211.511.4

BOYA 1 - BOYA 3--------1312.9------------------------

BOYA 1 - BOYA 5----------12121114.31312.413.812.611.712.311.911.912.112.111.411.412.5121212.112.111.711.810.513.210.110.510.410.513.113.110.210.210.510.510.210.510.510.910.910.311.410.2

X6-BOYA 514.71514.414.414.414.41313--------------------------

BOYA 3 - BOYA 712.812.713.713.713.713.713.113.711.812------------------------

BOYA 5 - BOYA 7A----------12.712.711.91213.711.511.710.811.612.812.512.511.712.212.312.311.911.911.8121210.610.210.2

BOYA 7 - BOYA 915.11413.713.713.713.712.912.612.612.512.712.712.311.411.912.31212.512.513.112.812.211.511.5121211.911.912.311.611.611.311.310.9

BOYA 9 - BOYA 1412.813.112.912.912.912.9--13.4-13.113.112.313.413.312.612.512.812.612.412.211.81212.412.212.212.612.611.812.512.111.311.511.5

BOYA 9 - BOYA 11------13.113.6-13.6------------------------

BOYA 11 - BOYA 14------13.112.612.913.1------------------------

BOYA 13 - BOYA 1512.113.913.113.113.113.1--11.9-------------------------

BOYA 14 - BOYA 18------11.911.411.912.112.111.111.912.611.711.111.811.411.211.110.612.712.812.812.812.812.512.512.612.611.811.711.111.5

BOYA 15 - BOYA 1711.710.210.1109.512.6----------------------------

BOYA 19 - BOYA 2114.413.31313131313.81211.911.912.212.114.614.611.611.811.812.913.113.112.31212.212.512.512.512.512.312.613.213.212.110.912.2

BOYA 21 - BOYA 23------1312.512.612.612.511.813.913.911.611.611.612.512.312.312.11212.312.212.212.212.210.711.112.811.310.71110.9

BOYA 23 - BOYA 259.89.79.59.59.99.910.89.29.7101010.510.39.810.210.410.610.210.510.11011.211.211.4101011.811.610.69.810.510.910.410.5

BOYA 25 - PUENTE8.78.58.18.19.49.48.88.68.38.38.68.28.79.27.588.68.598.28.38.48.68.98.68.68.68.58.68.98.388.48.3

EN EL 2012 TOMAN COMO REFERENCIA LAS PROFUNDIDADES A 930 Y A 1500 MTS DEL K0 HASTA MAYO DE 2013