PIANC Port of Barranquilla Access Channel John Headland, PIANC VP, SVP Moffatt& Nichol Dr. Rafael Canizares, PhD, Moffatt & Nichol Santiago Alfageme, VP,

Slides:



Advertisements
Similar presentations
2 nd Annual Dredged Material Management Summit Minimizing Sedimentation In Harbors and Marinas 6 October, 2005 Minimization Of Sedimentation In Harbors.
Advertisements

Modeling Navigation Channel Infilling and Migration at Tidal Inlets: Sensitivity To Waves And Tidal Prism Kenneth J. Connell.
Container Ship Construction
6.5 River Stability and Bank Protection John Ratsey
Amazon river has over 3,000 recognized species of fish and that number is still growing. Some estimates go as high as 5,000. Along with the Orinoco,
UMR = Balance of Environment and Transportation 1. Pool # 8 - Environmental Management Project 2. Transportation Route – human habitation & settlement.
David R. Fuhrman1, Cuneyt Baykal1, B. Mutlu Sumer1, Niels G
1/03/09 De 89 à 98. 1/03/09 De 89 à 98 1/03/09 De 89 à 98.
Temporal Variability  Tidal  Subtidal Wind and Atmospheric Pressure  Fortnightly M 2 and S 2  Monthly M 2 and N 2  Seasonal (River Discharge)
Civil Works Baltimore District River and Harbor Projects.
US Army Corps of Engineers ® Engineer Research and Development Center West Bay Sediment Diversion Work Plan Task 1 : Data Collection and Analysis December.
Using HECRAS TO Evaluate Scour At Bridges County of Orange Presented to the Flood Division August 13, 2001 by Nadeem Majaj.
River Systems - Runoff.
Dr. Rasha Salama PhD Community Medicine and Public Health Suez Canal University Egypt.
Sediment Movement after Dam Removal
Floodplain Management SESSION 6
Modeling short-term hydrosedimentary processes and the preservation of river dune deposits Suzanne Leclair Montréal, QC, CANADA
Moles peso 1 mol peso multiplícalo por para obtener 1 mol peso multiplícalo por para obtener número de partículas representativas 6.02 x partículas.
Coastal & Port Engineering Considerations of the Jacksonville Harbor Deepening Study Kevin Bodge, Ph.D., P.E. Port & Coastal Engineer Senior Vice President.
Freshwater – IB Geography
Mississippi River. River Facts Begins 200 miles north of Minneapolis at Lake Itasca State Park. Length: 2,352 miles Width: 20 ft at headwaters to 1 mile.
2003 Overview of IST Group Results on the Sediment Benchmark 3 rd IMPACT Workshop Louvain-la-Neuve University of Beira Interior João Leal (UBI) Rui Ferreira.
Stream Stability and Sediment Transport Environmental Hydrology Lecture 21.
Folly Beach 1-yr Post-Construction Monitoring Report Nicole Elko, Ph.D. September 8, 2015.
Fluvial Processes Connecticut River, Amherst, MA. Holyoke Range in distance. Foto: Lachniet (2003)
Sulphur Dunnigan Burn Dump, Yolo County, CA. (30 miles north of Sacramento, CA.) BUILT 1998.
R.N. Szupiany & M.L. Amsler Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET), Argentina. Facultad de Ingeniería y Ciencias Hídricas,
Confluences and Networks Outline Flow and sediment transport characteristics at river confluences Braid bar development Network characteristics and organization.
Landform Geography Fluvial Landforms.
MIKE 11 IntroductionNovember 2002Part 1 Introduction to MIKE 11 Part 1 General Hydrodynamics within MIKE 11 –Basic Equations –Flow Types Numerical Scheme.
Stream Erosion and Transport
Alternative Sediment Remediation Authorities to CERCLA: Elizabeth River Demonstration Robert Engler Moffatt & Nichol),
Research and Development Inland Waterways Conference 7 March 2007 Improved Hydrodynamic Design/Detection and Evaluation of Scour at Dams John E. Hite,
From the Mountain to the Sea: Rivers and Erosion Dr Allen Gontz Coastal Geologist & Geophysicist EEOS Dr Allen Gontz Coastal Geologist & Geophysicist EEOS.
Port of Long Beach 76 Foot Main Channel Dredging Project Doug Thiessen, Port of Long Beach (POLB),Al Moro, Chief Harbor Engineer, POLB Emily Ueda, Program.
Sister City – Barranquilla, Columbia Team Members: Monkey Jack Debby Liyu (Leo) John.
JULIANA BALLESTAS Social Studies 4th Red Marymount School Barranquilla, 2011.
Maintaining Coastal Infrastructure in Massachusetts: Approaches for Shoreline Management John S. Ramsey, P.E. Applied Coastal Research and Engineering,
Propwash Modeling for Contaminated Sediment Cap Design and Beyond Vladimir Shepsis, PhD, PE, Coast & Harbor Engineering, Inc Tom Wang, PE, Anchor Environmental,
Bradshaw Model. Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness.
Hydrokinetic Power in Navigable Waterways William H. McAnally Northern Gulf Institute Sandra L. Ortega-Achury and James L. Martin Civil and Environmental.
Pine Mountain Lake Dredging Project Moffatt & Nichol Project Engineers Cooper Crane & Rigging, Inc. Contractor The Right Contractor Adaptability Communication.
Deltas.
Observations to Operations: Why validation is important? Julie Thomas Scripps Institution of Oceanography Hydrographic Review Panel Los Angeles, CA April.
Flood Routing Applied Hydrology
Qualitative Habitat Evaluation Index Bradley Hansen John Nieber Department of Bioproducts and Biosystems Engineering For BBE 4535/5535 Fall 2011.
1- موقع الميناء Port Location. IRAQ IRAN IRAQ KUWAIT KHAWR AL AMAYA TERMINAL AL BASRA TERMINAL.
Capt. Mike Lorino, President Capt. Michael Miller, Vice President Associated Branch Pilots for the Port of New Orleans Southwest Pass Area Examples of.
。 33 投资环境 3 开阔视野 提升竞争力 。 3 嘉峪关市概况 。 3 。 3 嘉峪关是一座新兴的工业旅游城市,因关得名,因企设市,是长城文化与丝路文化交 汇点,是全国唯一一座以长城关隘命名的城市。嘉峪关关城位于祁连山、黑山之间。 1965 年建市,下辖雄关区、镜铁区、长城区, 全市总面积 2935.
Dredging Policies in Colombia
Anthony Alvarado, PE, CFM National Hydraulic Engineering Conference
The Hjulstrom Curve Predicting velocity.
INLAND WATERWAY TRAVEL TIME ATLAS via AIS DATA ANALYSIS
Brian murphy and Emily valenzuela
How have hydrologic controls on the Rio Grande effected the morphology of the river downstream of Brownsville? Chris Braun.
Introduction to River Systems
Luis Leonardo González Jiménez; CE, MSc Jorge Enrique Saénz Samper; CE
A broken levee on the Mississippi near Gulfport Illinois June
Prepared for - tusharhsonawane.wordpress.com
Stream Cross-Section for Q Measure V (current-meter) at 0.2 and 0.8 of depth Average V and multiply by (width * depth) Sum up across stream to get.
Discharge, stream flow & channel shape
Jered Carpenter Region 3 Roadway Design
The shapes of stream channels
Fluvial Systems, a. k. a. Rivers, a. k. a
A broken levee on the Mississippi near Gulfport Illinois June
Erosion Weathered rock particles are transported Agents of erosion
La Boutique Del PowerPoint.net
Scour Analysis on the west fork of the Duchesne River
Physical Geography of Central America
Presentation transcript:

PIANC Port of Barranquilla Access Channel John Headland, PIANC VP, SVP Moffatt& Nichol Dr. Rafael Canizares, PhD, Moffatt & Nichol Santiago Alfageme, VP, Moffatt & Nichol

PIANC

The Magdalena River Average Discharge: –Amazonas 175,000 m3/s (1) –Mississippi 17,500 m3/s (12) –Magdalena 7,200 m3/s (>20) Amazonas = 25 X Magdalena Mississippi = 2.5 X Magdalena Sediment: –Amazonas 1,200 MT/año (1) –Mississippi 210 MT/año (7) –Magdalena 220 MT/año (6) Amazonas = 5.5 X Magdalena Mississippi = 0.95 X Magdalena Source: J. Restrepo, John Milliman 1995

PIANC Access Channel – Design depth Handymax Vessel (T=33 ft, L= 200 m, B= 26 m) 40.0 ft at entrance 37.5 ft in channel 36.5 ft at terminal Source:USACE/PIANC

PIANC Barranquilla OBRAS DE PROFUNDIZACION DEL CANAL DE ACCESO AL PUERTO DE BARRANQUILLA

PIANC Structure Locations Dique Guia 6 June 2011

PIANC Structure Design Functional design based on analytical and numerical modeling considering the number and length of structures Armor stone weights based on current velocities and waves “Falling Apron” used to accomodate scour

PIANC Espolón 1

PIANC Espolón 1

PIANC Predicted Morphology

PIANC Channel Evolution Profundidad (Pies por debajo de nivel del mar)

PIANC Depths

PIANC 52.5’ 39.4’ 32.8’ 29.5’ 24.6’ 16.4’ <16.4’ PREDICTED MEASURED

PIANC 52.5’ 39.4’ 32.8’ 29.5’ 24.6’ 16.4’ <16.4’ PREDICTED MEASURED

PIANC 52.5’ 39.4’ 32.8’ 29.5’ 24.6’ 16.4’ <16.4’ PREDICTED MEASURED

PIANC 52.5’ 39.4’ 32.8’ 29.5’ 24.6’ 16.4’ <16.4’ PREDICTED MEASURED

PIANC Universidad del Norte/Cormagdalena JULIO 2012

PIANC JULIO ’ 39.4’ 32.8’ 29.5’ 24.6’ 16.4’ <16.4’ Universidad del Norte/Cormagdalena June 2011 July Dique Guia Dique Guia

PIANC JUNE 2011 JULY ’ 39.4’ 32.8’ 29.5’ 24.6’ 16.4’ <16.4’

PIANC Universidad del Norte/Cormagdalena JULIO 2012

PIANC Areas of Concern (Uninorte/M&N ) Entrance Channel Universidad del Norte/Cormagdalena

PIANC Entrance Channel Sediment Bar at the entrance Universidad del Norte/Cormagdalena Areas of Concern (Uninorte/M&N )

PIANC Universidad del Norte/Cormagdalena Entrance Channel Sediment Bar at the entrance Discontinuity atl E0-E1 Areas of Concern (Uninorte/M&N )

PIANC Universidad del Norte/Cormagdalena Entrance Channel Sediment Bar at the entrance Discontinuity atl E0-E1 Discontinuity at K14-K16 Areas of Concern (Uninorte/M&N )

PIANC Entrance Channel Sediment Bar at the entrance Discontinuity atl E0-E1 Discontinuity at K14-K16 Displacement downstream of Rondón island Universidad del Norte/Cormagdalena Areas of Concern (Uninorte/M&N )

PIANC Focus Areas of Concern Approach Channel Sediment Bar Access Channel Limitations

PIANC APPROACH CHANNEL

PIANC Approach Angle Simulations Simulated Conditions 10,500 m3/s Wind: 15 knots NW Waves: 1 m, 8 s, NW Transit speed 9 knots (ground speed)

PIANC Approach Channel Original approach=150 o degrees, lately 140 o is used 2 sediment bars on NE side of entrance channel limit vessel draft A safe entrance approach manuever was developed using fast-time simulation with Pilot Input

PIANC Sediment Transport Regime At Mouth Low Q Average Q High Q

PIANC Bed Load Sediment Transport at Bocas Desplazamiento de la isobata de 20 m entre 2007 al 2010 Source: Universidad del Norte

PIANC Approach Channel Dredge to 40’ November 2011(green & yellow) By July 2012 Bars fill channel Source: Universidad del Norte/Cormagdalena July 2012

PIANC Future Work/Solutions Additional analyses/data to better define sediment transport Design a maintained sediment trap to avoid formation and growing of the sediment bars Continue dredging of the existing approach channel to maintain the design draft

PIANC SEDIMENT BAR AT BOCAS DE CENIZA (K0)

PIANC Salt to Fresh water transition – Possible location of ETM

PIANC Example: January 2009 to March High to Medium Flow

PIANC 2. Transition to Low Flow Example: December 2009 to February 2010

PIANC Example: May 2010 to July Transition to High Flow

PIANC Sediment transport regime at the mouth Low Q Average Q High Q

PIANC Bottom currents Low Q Average Q High Q

PIANC Status Sediment bar formed again in October 2012 after 4 months of average flows 5,500 to 6,700 m 3 /s The bar will likely erode when discharge increases to 8,000 in December Source: Cormagdalena October,

PIANC Access channel limitations

PIANC Access Channel Limitations Handymax: 200m, 26 m, 33 ft Panamax: 260 m, 32 m, 39.5 ft Post Panamax: 300m, 42 m, 46 ft 1-way straight channel width is 2.5 to 5 x vessel beam Simulations are required to define the design channel width.

PIANC Channel access is limited A turning basin is problematic due to large river sediment transport rates Larger draft will required more training structures that narrow the river cross section But larger vessels need more width Study needed to define the maximum vessel dimension that could have safe access to Barranquilla Access Channel Limitations

PIANC Creative People, Practical Solutions. TM Muchas Gracias ! Moffatt & Nichol Colombia S.A.S Avenida 9 No , Of Bogotá D.C., Colombia P