BILLY BISHOP TORONTO CITY AIRPORT PRELIMINARY RUNWAY DESIGN COASTAL ENGINEERING STUDY
|
|
- Hilary McDowell
- 5 years ago
- Views:
Transcription
1 Bâtiment Infrastructures municipales Transport Industriel Énergie Environnement BILLY BISHOP TORONTO CITY AIRPORT PRELIMINARY RUNWAY DESIGN COASTAL ENGINEERING STUDY N. Guillemette 1, C. Glodowski 1, P. Dupuis 1, S. Renaud 1, S. Baker 2, A. Cornett 2, G. Comfort 3 1 WSP Canada Inc. 2 National Research Council Canada 3 G. Comfort Ice Engineering Ltd.
2 STUDY AREA
3 STUDY AREA: BILLY BISHOP TORONTO CITY AIRPORT 3 Existing Runway Toronto Islands Lake Ontario
4 BACKGROUND AND STUDY SCOPE
5 BACKGROUND 5 v The mandate from PortsToronto was to undertake feasibility studies regarding the lengthening of Runway and other service upgrades at the Billy Bishop Toronto City Airport to support use by newer aircraft (jet service). v The west runway and taxiway extension will be exposed to wind, wave, water level, and ice conditions from Lake Ontario. v It will require rock armour protection to stabilize the fill area, as well as controlling wave overtopping and spray from impacting the runway operations. v The existing runway elevation is only 2.4 m above the chart datum water level of the lake; and the elevation of protection structures is limited by requirements of various airport equipment.
6 THE WEST EXTENSION 6 v The overall objective of the Coastal Engineering investigations for the proposed runway extension involved the preliminary design of protection works that would enclose the land reclamation area for both the west and east extensions of Runway The land mass of the west runway expansion extends 200 m from the face of the existing west wall and it has a width of 166 m.
7 SCOPE OF WORK 7 v Document the existing coastal environment, including: v Water levels; v Local bathymetry; v Offshore wave climate, including validation by other prediction models and measurements, wave statistics and historical storms events; v Nearshore wave climate, including wave statistics. v Develop performance and design parameters for National Research Council Canada (NRC) model testing and breakwater design (primarily west extension) v Direct and monitor hydraulic model tests of breakwater protection conducted by the NRC.
8 COASTAL ENVIRONMENT STUDY
9 COASTAL ENVIRONMENT STUDY 9 v The analyses and development of long term data for winds, waves water levels and ice dynamic are undertaken primarily to provide design conditions for the rubble mound breakwater protection of the west extension. The objective is to estimate the magnitude and frequency of the conditions as well as extreme values and to provide NRC with all relevant information to perform physical modeling.
10 WATER LEVEL VARIATION 10 v Seasonality of Water Levels (CD) Months January February March April May June July August September October November December v Extreme Water Levels (IGLD 85 / CD) RETURN PERIODS WATER LEVELS (IGLD 85 / CD) GEV Water Levels (CD) - % of Exceedance WATER LEVELS (IGLD 85 / CD) LOG-PEARSON III WATER LEVELS (IGLD 85 / CD) WEIBULL Chart Datum Elevation is 74.2 m IGLD / / / / / / / / / / / / / / / / / / 1.74
11 OFFSHORE WAVE CLIMATE 11 v The WSP 1D wave hindcast model (Dupuis et al., 1996) is based on a parametric approach described by Bretschneider (1964) with modified dimensional relations taken from the Shore Protection Manual (CERC, 1984). The model provides hourly significant wave heights (Hm0) and peak wave period (Tp) by compass direction. v Prior to developing the wave climate offshore of the Billy Bishop Airport, validation of the model was undertaken using measured wind and wave data extracted at the American buoy NDBC for which high quality data was found for a time-series of 13 years.
12 OFFSHORE WAVE CLIMATE MODEL VALIDATION 12 v WSP Wave Hindcast Model (black line) against the NDBC Buoy (red line) v Highly satisfactory results were found and demonstrate the model s ability to hindcast a representative wave field on the lake for a long period of time.
13 OFFSHORE WAVE CLIMATE BILLY BISHOP AIRPORT 13
14 NEARSHORE WAVE CLIMATE BILLY BISHOP AIRPORT 14 v As the deep water waves propagate to the shore, various physical phenomena transform the waves as they interact with the lake bed. v The numerical wave model SWAN (Delft 3D-WAVE) was used to transform the offshore wave climate to the tip of the proposed west extension runway. SWAN is a phase-averaged third-generation wave model developed by Deltares, that computes wind-generated waves in coastal regions and inland waters. This model simulates, in order, the following physical processes: v Refraction and shoaling due to depth variations; v Dissipation due to wave breaking; v Dissipation due to bottom friction; v Dissipation due to white-capping; v Wave reflection on coastal structures.
15 NEARSHORE WAVE CLIMATE BILLY BISHOP AIRPORT 15 SWAN (Delft 3D-WAVE) was used to transform the offshore wave climate to the tip of the proposed west extension runway
16 NEARSHORE WAVE CLIMATE BILLY BISHOP AIRPORT 16 Nearshore Wave Rose Extreme Value Analysis (EVA)
17 ICE CONDITIONS 17 v Historical records indicate that the western runway extension into Lake Ontario is ice-free most of the time, although on occasion, new ice and pack ice are present. v This ice cover is dynamic, and its concentration and stage of development varies with time, reaching a thickness up to 0.3 m. v Ice pileup and ice ridge-building is considered a rare event, with a return period exceeding 100 years (in agreement with anecdotal information). v Minimum armour stone size recommended on lake side is D 50 of 0.4m to avoid ice damage. Large-scale ice conditions shown (Jan. 16, 1994) are most severe in 30 years of records.
18 BREAKWATER DESIGN
19 BREAKWATER DESIGN v The design requirements for the west runway extension of the BBTCA are unique in that the protection structure was initially anticipated to be low crested to conform to the existing runway elevation; however, it was later determined that the breakwater crest could be increased above the runway elevation along the west part of the extension. v In addition, wave overtopping and associated water spray must not reach runway surfaces such that the safe operation of the facility is impeded. v A physical hydraulic model was employed for the design of the protective breakwater structures. The objective was to develop rubble mound sections that remain stable under extreme conditions, and at the same time, control the amount of wave overtopping 19
20 BREAKWATER DESIGN 20 v The conditions for the preliminary design of the breakwater protection for the west runway extension were governed by criteria for: à use of all available rock material sizes; à wave, water level and wind conditions; à no significant damage (i.e., little initial damage & no continued stone displacement after wave shakedown tests per section); à minimal overtopping under 100-year return period wave conditions at seasonal high water levels; à Specific clearance requirements at the airport including: OLS (obstacle limitation surface) Localizer (navigational) antenna array Jet blast fence
21 NRC PHYSICAL HYDRAULIC MODEL
22 NRC TESTING MODEL DEVELOPMENT v Due to the size and complexity of the project, the breakwater sections were developed by WSP and tested for stability and wave overtopping at the National Research Council Canada hydraulics laboratory facility in Ottawa. v The Ocean, Coastal and River Engineering (OCRE) portfolio of NRC was responsible for constructing and operating the physical model. The hydraulic model was constructed in the Multi-Directional Wave Basin in building M-32 at the Ottawa facility. The model was physically scaled at 1 (model unit) to 28 (prototype) in the 29 x 36 m wave basin. The model encompassed the end of the existing west runway; the 200 m land mass extension; and the hydrographic or lake bottom contours approaching the runway. 22
23 NRC TESTING MODEL DEVELOPMENT v Water level and wave conditions were precisely controlled in the model (e.g., storms at high water). Rock armour stability and wave overtopping were measured and assessed for various arrangements of breakwater materials and geometries. 23 v In addition, wind generators were employed in some of the test sequences to assess the effect on the water spray from the impact of the waves on the rocks slopes.
24 CONCLUSIONS 24 v The combinations of water level and wave conditions were the most critical inputs to the design conditions for the breakwater arrangements (i.e., higher wave conditions did not statistically occur during the periods of high water levels). v Ice conditions were not the dominant design factor for the west runway extension; however, they are considered a dominant factor for a rubble mound structure inside Toronto Harbour. v The NRC 3D physical model proved invaluable in assessing the various requirements for the breakwater design regarding: Ø The stability performance of different areas of the protection works (i.e., differing depths, wave exposures, heads vs. trunk sections) Ø The areas of potential overtopping in relation to the runway surfaces Ø Effectiveness of breakwater sections: crest height vs width
25 CONCLUSIONS 25 NOVEMBER 12 th 2015 à Canada's new transport minister announces that the Liberal government has no intention of letting passenger jets fly out of the Toronto Islands and will not re-open an agreement that could lead to the expansion of the island airport (CBC News, )
26 26 Acknowledgement The authors would respectfully like to thank PortsToronto for approval of the production of this presentation.
Technical Brief - Wave Uprush Analysis Island Harbour Club, Gananoque, Ontario
Technical Brief - Wave Uprush Analysis RIGGS ENGINEERING LTD. 1240 Commissioners Road West Suite 205 London, Ontario N6K 1C7 October 31, 2014 Table of Contents Section Page Table of Contents... i List
More informationINTRODUCTION TO COASTAL ENGINEERING AND MANAGEMENT
Advanced Series on Ocean Engineering Volume 16 INTRODUCTION TO COASTAL ENGINEERING AND MANAGEMENT J. William Kamphuis Queen's University, Canada World Scientific Singapore New Jersey London Hong Kong Contents
More informationTechnical Brief - Wave Uprush Analysis 129 South Street, Gananoque
Technical Brief - Wave Uprush Analysis 129 South Street, Gananoque RIGGS ENGINEERING LTD. 1240 Commissioners Road West Suite 205 London, Ontario N6K 1C7 June 12, 2013 Table of Contents Section Page Table
More informationMONITORING SEDIMENT TRANSPORT PROCESSES AT MANAVGAT RIVER MOUTH, ANTALYA TURKEY
COPEDEC VI, 2003 in Colombo, Sri Lanka MONITORING SEDIMENT TRANSPORT PROCESSES AT MANAVGAT RIVER MOUTH, ANTALYA TURKEY Isikhan GULER 1, Aysen ERGIN 2, Ahmet Cevdet YALCINER 3 ABSTRACT Manavgat River, where
More informationHydrodynamic and hydrological modelling to support the operation and design of sea ports
Hydrodynamic and hydrological modelling to support the operation and design of sea ports Data needs and examples Martijn de Jong (port/nautical requirements, waves, currents) Sofia Caires (mean and extreme
More informationIMPACTS OF COASTAL PROTECTION STRATEGIES ON THE COASTS OF CRETE: NUMERICAL EXPERIMENTS
IMPACTS OF COASTAL PROTECTION STRATEGIES ON THE COASTS OF CRETE: NUMERICAL EXPERIMENTS Tsanis, I.K., Saied, U.M., Valavanis V. Department of Environmental Engineering, Technical University of Crete, Chania,
More informationHARBOUR SEDIMENTATION - COMPARISON WITH MODEL
HARBOUR SEDIMENTATION - COMPARISON WITH MODEL ABSTRACT A mobile-bed model study of Pointe Sapin Harbour, in the Gulf of St. Lawrence, resulted in construction of a detached breakwater and sand trap to
More informationAvailable online at ScienceDirect. Procedia Engineering 116 (2015 )
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 116 (2015 ) 320 325 8th International Conference on Asian and Pacific Coasts (APAC 2015) Department of Ocean Engineering, IIT
More informationThe History of Coastal Flood Hazard Assessments in the Great Lakes
The History of Coastal Flood Hazard Assessments in the Great Lakes Brian A. Caufield, P.E., CFM June 23, 2016 2 The Great Lakes Some Statistics Courtesy of Great Lakes Information Network One-fifth of
More informationComparisons of Physical and Numerical Model Wave Predictions with Prototype Data at Morro Bay Harbor Entrance, California
Comparisons of Physical and Numerical Model Wave Predictions with Prototype Data at Morro Bay Harbor Entrance, California by Robert R. Bottin, Jr. and Edward F. Thompson PURPOSE: This Coastal and Hydraulics
More informationDUXBURY WAVE MODELING STUDY
DUXBURY WAVE MODELING STUDY 2008 Status Report Duncan M. FitzGerald Peter S. Rosen Boston University Northeaster University Boston, MA 02215 Boston, MA 02115 Submitted to: DUXBURY BEACH RESERVATION November
More informationAppendix D: SWAN Wave Modelling
Appendix D: SWAN Wave Modelling D.1 Preamble The Eurobodalla Shire Council area is subject to extreme waves originating from offshore storms. When swell waves approach the coast, they are modified by the
More informationPier 8 Wave Overtopping Analysis (65 Guise Street East) Our File:
Shoreplan Engineering Limited 55 Eglinton Avenue E., Suite 800 Toronto, ON Canada M4P 1G8 T) 416.487.4756 F) 416.487.5129 E) mail@shoreplan.com March 31, 2016 Mr. Ed English Senior Project Manager Waterfront
More informationUpdate: UNSW s Research Program for Extreme Waves on Fringing Reefs. Matt Blacka,Kristen Splinter, Ron Cox
Update: UNSW s Research Program for Extreme Waves on Fringing Reefs Matt Blacka,Kristen Splinter, Ron Cox Overview Research Area 1: Extreme wave and water level processes for fringing reef coastlines Research
More informationSTUDY ON TSUNAMI PROPAGATION INTO RIVERS
ABSTRACT STUDY ON TSUNAMI PROPAGATION INTO RIVERS Min Roh 1, Xuan Tinh Nguyen 2, Hitoshi Tanaka 3 When tsunami wave propagation from the narrow river mouth, water surface is raised and fluctuated by long
More informationSELECTION OF THE PREFERRED MANAGEMENT OPTION FOR STOCKTON BEACH APPLICATION OF 2D COASTAL PROCESSES MODELLING
SELECTION OF THE PREFERRED MANAGEMENT OPTION FOR STOCKTON BEACH APPLICATION OF 2D COASTAL PROCESSES MODELLING C Allery 1 1 DHI Water and Environment, Sydney, NSW Abstract This paper presents an approach
More informationSimulating Long Waves in a Coffs Harbour 3D Physical Model Using Short Wave Spectra
Journal of Shipping and Ocean Engineering 6 (2016) 15-21 doi 10.17265/2159-5879/2016.01.002 D DAVID PUBLISHING Simulating Long Waves in a Coffs Harbour 3D Physical Model Using Short Wave Spectra Indra
More informationThe Islands. Barbados. A prefeasibility study. R. Drieman M. Hinborch M. Monden E.A.J. Vendrik
The Islands Barbados A prefeasibility study R. Drieman M. Hinborch M. Monden E.A.J. Vendrik General notice to the reader: In the academic programme for Hydraulic Engineering we have in the 4th year (i.e.
More informationINTRODUCTION TO COASTAL ENGINEERING
The University of the West Indies Organization of American States PROFESSIONAL DEVELOPMENT PROGRAMME: COASTAL INFRASTRUCTURE DESIGN, CONSTRUCTION AND MAINTENANCE A COURSE IN COASTAL DEFENSE SYSTEMS I CHAPTER
More informationNumerical modeling of refraction and diffraction
Numerical modeling of refraction and diffraction L. Balas, A. inan Civil Engineering Department, Gazi University, Turkey Abstract A numerical model which simulates the propagation of waves over a complex
More informationNorthwest Hydraulic Consultants (NHC) is pleased to submit this assessment of the wave climate at Lazo Road, Comox.
405 495 Dunsmuir Street Nanaimo, B.C. V9R 6B9 250.754.6425 www.nhcweb.com NHC Ref. No. 03000276 21 November 2014 Wedler Engineering LLP #211-2459 Cousins Avenue Courtenay, BC V9N 3N6 Attention: Andrew
More informationThe development of the historical harbour of Paphos, Cyprus H.J. van Wijhe*, M. Meletiou^ Division, P.O. Box 152, 8300 AD Emmeloord, The Netherlands
The development of the historical harbour of Paphos, Cyprus H.J. van Wijhe*, M. Meletiou^ Division, P.O. Box 152, 8300 AD Emmeloord, The Netherlands Abstract The harbour of Paphos originates from ancient
More informationMODELING OF CLIMATE CHANGE IMPACTS ON COASTAL STRUCTURES - CONTRIBUTION TO THEIR RE-DESIGN
Proceedings of the 14 th International Conference on Environmental Science and Technology Rhodes, Greece, 3-5 September 2015 MODELING OF CLIMATE CHANGE IMPACTS ON COASTAL STRUCTURES - CONTRIBUTION TO THEIR
More informationCoastal Wave Energy Dissipation: Observations and Modeling
Coastal Wave Energy Dissipation: Observations and Modeling Jeffrey L Hanson US Army Corps of Engineers Field Research Facility USACE Field Research Facility Kent K. Hathaway US Army Corps of Engineers
More informationCHAPTER 132. Roundhead Stability of Berm Breakwaters
CHAPTER 132 Roundhead Stability of Berm Breakwaters Jergen Juhl 1, Amir Alikham, Peter Sloth, Renata Archetti Abstract Three-dimensional (3D) model tests were carried out for studying the stability of
More informationAppendix E Cat Island Borrow Area Analysis
Appendix E Cat Island Borrow Area Analysis ERDC/CHL Letter Report 1 Cat Island Borrow Area Analysis Multiple borrow area configurations were considered for Cat Island restoration. Borrow area CI1 is located
More informationSea State Analysis. Topics. Module 7 Sea State Analysis 2/22/2016. CE A676 Coastal Engineering Orson P. Smith, PE, Ph.D.
Sea State Analysis Module 7 Orson P. Smith, PE, Ph.D. Professor Emeritus Module 7 Sea State Analysis Topics Wave height distribution Wave energy spectra Wind wave generation Directional spectra Hindcasting
More informationUnsteady Wave-Driven Circulation Cells Relevant to Rip Currents and Coastal Engineering
Unsteady Wave-Driven Circulation Cells Relevant to Rip Currents and Coastal Engineering Andrew Kennedy Dept of Civil and Coastal Engineering 365 Weil Hall University of Florida Gainesville, FL 32611 phone:
More informationEvaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA
Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA Prepared For: Woodard & Curran 95 Cedar Street, Suite 100 Providence, RI 02903
More informationComparison of Predicted and Measured Shoaling at Morro Bay Harbor Entrance, California
Comparison of Predicted and Measured Shoaling at Morro Bay Harbor Entrance, California by Edward F. Thompson, Inocencio P. DiRamos, and Robert R. Bottin, Jr. PURPOSE: This Coastal and Hydraulics Engineering
More informationSHORE PROTECTION AND HABITAT CREATION AT SHAMROCK ISLAND, TEXAS ABSTRACT
SHORE PROTECTION AND HABITAT CREATION AT SHAMROCK ISLAND, TEXAS M. Cameron Perry, P.E., and Daniel J. Heilman, P.E. Coastal Engineer Shiner Moseley & Associates., Inc. 555 N. Carancahua Corpus Christi,
More informationBay County, MI Coastal Hazard Analysis Flood Risk Review Meeting. May 14, 2018
Bay County, MI Coastal Hazard Analysis Flood Risk Review Meeting May 14, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping Floodplain
More informationBaird. Innovation, Excellence & Service Oceans, Lakes & Rivers
Profile Capabilities Innovation, Excellence & Service Oceans, Lakes & Rivers Baird provides professional engineering and technical services related to the design of coastal structures and facilities that
More information2. Water levels and wave conditions. 2.1 Introduction
18 2. Water levels and wave conditions 2.1 Introduction This Overtopping Manual has a focus on the aspects of wave run-up and wave overtopping only. It is not a design manual, giving the whole design process
More informationCALCASIEU SALINITY STRUCTURES. HYDRODYNAMIC MODELING (To Support Design of Salinity Barriers)
CALCASIEU SALINITY STRUCTURES HYDRODYNAMIC MODELING (To Support Design of Salinity Barriers) Presentation Overview 1 2 3 4 5 Project Overview and CEA Circulation Modeling Vessel Hydrodynamics Modeling
More informationPHYSICAL MODELING SUPPORTING DESIGN AND CONSTRUCTION OF LOW CRESTED BREAKWATER FOR THE AYIA NAPA MARINA, CYPRUS
PHYSICAL MODELING SUPPORTING DESIGN AND CONSTRUCTION OF LOW CRESTED BREAKWATER FOR THE AYIA NAPA MARINA, CYPRUS M. WESSON 1, M. PROVAN 2, J. COX 3,P. KNOX 4 1 SmithGroupJJR, Madison, USA, Mauricio.Wesson@SmithgroupJJR.com
More informationCOFFS HARBOUR SEDIMENT MODELLING AND INVESTIGATION
COFFS HARBOUR SEDIMENT MODELLING AND INVESTIGATION Luke McAvoy Undergraduate Engineer (Civil) Griffith School of Engineering, Griffith University, Gold Coast, Australia Daniel Rodger Senior Engineer Water
More informationLABORATORY EXPERIMENTS FOR WAVE RUN-UP ON THE TETRAPOD ARMOURED RUBBLE MOUND STRUCTURE WITH A STEEP FRONT SLOPE
Proceedings of the 6 th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16) Ottawa, Canada, May 10-13, 2016 Copyright : Creative Commons
More informationUnderstanding the Tsunami Wave
The First Tsunami attack on Sri Lanka Krakatoa Island 27 th August 1883 Understanding the Tsunami Wave Generation Propagation Nearshore Transformation Shoreline Entry Inland Dissipation 1 Generation and
More informationWOODFIBRE LNG VESSEL WAKE ASSESSMENT
Woodfibre LNG Limited WOODFIBRE LNG VESSEL WAKE ASSESSMENT Introduction Woodfibre LNG Limited (WLNG) intends to build a new LNG export terminal at Woodfibre, Howe Sound, British Columbia. WLNG has engaged
More informationSt. Louis County, MN Coastal Hazard Analysis Flood Risk Review Meeting. May 2, 2018
St. Louis County, MN Coastal Hazard Analysis Flood Risk Review Meeting May 2, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping
More informationPHYSICAL MODELLING OF EMERGENCY REPAIRS TO THE MAIN BREAKWATER OF CALSHOT HARBOUR ON TRISTAN DA CUNHA ISLAND
Proceedings of the 6 th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16) Ottawa, Canada, May 10-13, 2016 Copyright : Creative Commons
More informationModeling Sediment Transport Along the Upper Texas Coast
Modeling Sediment Transport Along the Upper Texas Coast David B. King Jr. Jeffery P. Waters William R. Curtis Highway 87 roadbed, Jefferson County Galveston District Corps Sabine Pass to San Luis Pass
More informationDoor County, WI Coastal Hazard Analysis Flood Risk Review Meeting. August 21, 2017
Door County, WI Coastal Hazard Analysis Flood Risk Review Meeting August 21, 2017 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping
More informationWAVE MECHANICS FOR OCEAN ENGINEERING
Elsevier Oceanography Series, 64 WAVE MECHANICS FOR OCEAN ENGINEERING P. Boccotti Faculty of Engineering University of Reggio-Calabria Feo di Vito 1-89060 Reggio-Calabria Italy 2000 ELSEVIER Amsterdam
More informationSTUDIES ON THE TRANQUILITY INSIDE THE GOPALPUR PORT
STUDIES ON THE TRANQUILITY INSIDE THE GOPALPUR PORT INTRODUCTION Sundar. V 1, Sannasiraj. S. A 2 and John Ashlin. S 3 Gopalpur port is an artificial harbor located in Odisha state. The geographical location
More informationBayfield & Ashland Counties, WI Coastal Hazard Analysis Flood Risk Review Meeting. June 05, 2018
Bayfield & Ashland Counties, WI Coastal Hazard Analysis Flood Risk Review Meeting June 05, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study
More informationStability of Cubipod Armoured Roundheads in Short Crested Waves Burcharth, Hans Falk; Andersen, Thomas Lykke; Medina, Josep R.
Aalborg Universitet Stability of Cubipod Armoured Roundheads in Short Crested Waves Burcharth, Hans Falk; Andersen, Thomas Lykke; Medina, Josep R. Published in: Coastal Engineering 2010 Publication date:
More informationBeach Wizard: Development of an Operational Nowcast, Short-Term Forecast System for Nearshore Hydrodynamics and Bathymetric Evolution
Beach Wizard: Development of an Operational Nowcast, Short-Term Forecast System for Nearshore Hydrodynamics and Bathymetric Evolution Ad Reniers Civil Engineering and Geosciences, Delft University of Technology
More informationTHE WAVE CLIMATE IN THE BELGIAN COASTAL ZONE
THE WAVE CLIMATE IN THE BELGIAN COASTAL ZONE Toon Verwaest, Flanders Hydraulics Research, toon.verwaest@mow.vlaanderen.be Sarah Doorme, IMDC, sarah.doorme@imdc.be Kristof Verelst, Flanders Hydraulics Research,
More informationWave Energy Atlas in Vietnam
Wave Energy Atlas in Vietnam Nguyen Manh Hung, Duong Cong Dien 1 1 Institute of Mechanics, 264 Doi Can Str. Hanoi, Vietnam nmhungim@gmail.com; duongdienim@gmail.com Abstract Vietnam has achieved remarkable
More informationOECS Regional Engineering Workshop September 29 October 3, 2014
B E A C H E S. M A R I N A S. D E S I G N. C O N S T R U C T I O N. OECS Regional Engineering Workshop September 29 October 3, 2014 Coastal Erosion and Sea Defense: Introduction to Coastal/Marine Structures
More informationWave Transformation, Prediction, and Analysis at Kaumalapau Harbor, Lanai, Hawaii
Wave Transformation, Prediction, and Analysis at Kaumalapau Harbor, Lanai, Hawaii Jessica H. Podoski, P.E. Coastal Engineer, USACE Honolulu District Christopher Goody, P.E. Sea Engineering, Inc. Thomas
More information# Post Consultation and Submissions Resource Consent Conditions for Surfing Impact Mitigation August 2016
# Post Consultation and Submissions Resource Consent Conditions for Surfing Impact Mitigation August 2016 Surf Mitigation Management Plan 1 1 Not less than 6 months prior to the commencement of the construction
More informationBaraga County, MI Coastal Hazard Analysis Flood Risk Review Meeting. July 12, 2018
Baraga County, MI Coastal Hazard Analysis Flood Risk Review Meeting July 12, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping
More informationPARAMETRIZATION OF WAVE TRANSFORMATION ABOVE SUBMERGED BAR BASED ON PHYSICAL AND NUMERICAL TESTS
Proceedings of the 6 th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16) Ottawa, Canada, May 10-13, 2016 Copyright : Creative Commons
More informationCOMPARISON OF DEEP-WATER ADCP AND NDBC BUOY MEASUREMENTS TO HINDCAST PARAMETERS. William R. Dally and Daniel A. Osiecki
COMPARISON OF DEEP-WATER ADCP AND NDBC BUOY MEASUREMENTS TO HINDCAST PARAMETERS William R. Dally and Daniel A. Osiecki Surfbreak Engineering Sciences, Inc. 207 Surf Road Melbourne Beach, Florida, 32951
More informationOvertopping Breakwater for Wave Energy Conversion at the Port of Naples: Status and Perspectives
Overtopping Breakwater for Wave Energy Conversion at the Port of Naples: Status and Perspectives Diego Vicinanza, Pasquale Contestabile, Enrico Di Lauro 1. INTRODUCTION Nowadays over 1500 Wave Energy Converter
More informationThe construction of Deepwater Navigation Channel (DNC) in the Bystry arm of the Danube Delta has started in The whole project provides the
Annex 45 Numerical Studies of Waves, Currents and Sediment Transport at the Marine Part of Deepwater Navigation Channel through the Bystry Arm of the Danube Delta and Model Verification based on Laboratory
More informationA Preliminary Review of Beach Profile and Hardbottom Interactions
A Preliminary Review of Beach Profile and Hardbottom Interactions Douglas W. Mann, P.E., D.CE. CB&I A World of Solutions Presentation Goal Lead to a better understanding of the challenges regarding the
More informationPHYSICAL MODELLING AND DESIGN FOR A NEW MEGA-YACHT MARINA
PHYSICAL MODELLING AND DESIGN FOR A NEW MEGA-YACHT MARINA S. BAKER (1), G. FRANK (2), D.WILLIAMSON (2), K. MACINTOSH (2) & A. CORNETT (1) (1) Ocean, Coastal and River Engineering, National Research Council
More informationModel Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions
Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions according to Co-operation Agreement (phase 4) between WAVEenergy (Norway)
More informationTo: William Woods, Jenni Austin Job No: CentrePort Harbour Deepening Project - Comments on community queries
Memo To: William Woods, Jenni Austin From: Richard Reinen-Hamill Date: Subject: cc: 1 Purpose This memo sets out our response to issues raised at and after Seatoun community consultation sessions held
More informationPhysical Modelling of A-Jacks Units in Wave Flume Stage 2
Physical Modelling of A-Jacks Units in Wave Flume Stage 2 Report MHL1901 March 2009 PHYSICAL MODELLING OF A-JACKS UNITS IN WAVE FLUME STAGE 2 Report No. MHL1901 Department of Commerce Manly Hydraulics
More informationWave energy converter effects on wave and sediment circulation
Wave energy converter effects on wave and sediment circulation Grace Chang and Craig Jones Integral Consulting Inc. cjones@integral-corp.com; gchang@integral-corp.com Jesse Roberts, Kelley Ruehl, and Chris
More informationSTABLE DYNAMIC BEACH MODELLING FRAMEWORK
GEOMORPHIC SOLUTIONS 141 Brunel Road Mississauga, ON L4Z 1X3 T 416 213 7121 F 95 89 8499 www.geomorphicsolutions.ca STABLE DYNAMIC BEACH MODELLING FRAMEWORK Geomorphic & Environmental Sciences Hazard Land
More informationA New Strategy for Harbor Planning and Design
A New Strategy for Harbor Planning and Design Xiuying Xing, Ph.D Research Associate Sonny Astani Department of Civil and Environmental Engineering University of Southern California Los Angeles, CA 90089-2531
More informationWAVE OVERTOPPING AND RUBBLE MOUND STABILITY UNDER COMBINED LOADING OF WAVES AND CURRENT
WAVE OVERTOPPING AND RUBBLE MOUND STABILITY UNDER COMBINED LOADING OF WAVES AND CURRENT Sepehr Eslami A. and Marcel R.A. van Gent Coastal structures such as breakwaters are usually studied under wave loading
More informationLegal, scientific and engineering aspects of Integrated Coastal Zone Management (ICZM) in Poland
Gdańsk, March 21 st 2013 Legal, scientific and engineering aspects of Integrated Coastal Zone Management (ICZM) in Poland Rafał Ostrowski Institute of Hydro-Engineering of the Polish Academy of Sciences
More informationHURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING
HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING Rev. 18 Feb 2015 1 SBEACH Modeling 1.0 Introduction Following the methodology
More informationWAVE PREDICTIONS AT THE SITE OF A WAVE ENERGY CONVERSION ARRAY
WAVE PREDICTIONS AT THE SITE OF A WAVE ENERGY CONVERSION ARRAY Jeffrey A. Oskamp 1 and H. Tuba, Özkan-Haller 2 The SWAN spectral wave model was applied to a domain along the coast of Oregon State, USA
More informationCROSS-SHORE SEDIMENT PROCESSES
The University of the West Indies Organization of American States PROFESSIONAL DEVELOPMENT PROGRAMME: COASTAL INFRASTRUCTURE DESIGN, CONSTRUCTION AND MAINTENANCE A COURSE IN COASTAL DEFENSE SYSTEMS I CHAPTER
More informationRevisions to the EurOtop manual version 2. Writing EurOtop 2 why?
Revisions to the EurOtop manual version 2 Life at the seaside: the sunny view Contents 1. Admissible 2. Summary of the changes 3. Calculation tools 4. Smooth slopes: dikes to vertical walls; zero freeboard,
More informationStudy of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1
Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Minggui Zhou 1, Dano Roelvink 2,4, Henk Verheij 3,4 and Han Ligteringen 2,3 1 School of Naval Architecture, Ocean and Civil Engineering,
More informationMetocean criteria for fatigue assessment. Rafael V. Schiller 5th COPEDI Seminar, Oct 8th 2014.
Metocean criteria for fatigue assessment Rafael V. Schiller 5th COPEDI Seminar, Oct 8th 2014. Metocean requirements along the lifecycle of a project Metocean criteria for fatigue Analysis techniques and
More informationPHYSICAL MODELLING AND DESIGN FOR SHORELINE REDEVELOPMENT ON THE SOUTH COAST OF BARBADOS
Proceedings of the 6 th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16) Ottawa, Canada, May 10-13, 2016 Copyright : Creative Commons
More informationWave Energy Research and Applications
Wave Energy Research and Applications Shoreline and Shallows conference East Lansing, MI March 7, 2019 Photo: Dave Sanford Waves Background 1. Types of Waves 2. Good and Bad Waves 3. Restoration Impacts
More informationDirectional Wave Spectra from Video Images Data and SWAN Model. Keywords: Directional wave spectra; SWAN; video images; pixels
Jurnal Teknologi Full paper Directional Wave Spectra from Video Images Data and SWAN Model Muhammad Zikra a*, Noriaki Hashimoto b, Masaru Yamashiro b, Kojiro Suzuki c a Department of Ocean Engineering,
More informationAPPENDIX G WEATHER DATA SELECTED EXTRACTS FROM ENVIRONMENTAL DATA FOR BCFS VESSEL REPLACEMENT PROGRAM DRAFT REPORT
APPENDIX G WEATHER DATA SELECTED EXTRACTS FROM ENVIRONMENTAL DATA FOR BCFS VESSEL REPLACEMENT PROGRAM DRAFT REPORT Prepared for: B.C. Ferries Services Inc. Prepared by: George Roddan, P.Eng. Roddan Engineering
More informationQuantifying Wave Measurement Differences in Historical and Present Wave Buoy Systems
Quantifying Wave Measurement Differences in Historical and Present Wave Buoy Systems R. E. Jensen 1, V. Swail 2, R.H. Bouchard 3, and B. Bradshaw 2 1 Coastal and Hydraulics Laboratory 2 Environment and
More informationThe Failure of the Kamaishi Tsunami Protection Breakwater
PT-13: Coastal and Ocean Engineering ENGI.8751 Undergraduate Student Forum Faculty of Engineering and Applied Science, Memorial University, St. John s, NL, Canada March, 2013 Paper Code. (PT-13 - Tucker)
More informationMorphodynamics of Borssele Wind Farm Zone
Morphodynamics of Borssele Wind Farm Zone Meeting Tender Borssele Hendrik Jan Riezebos Tommer Vermaas Robert Hasselaar Tim Raaijmakers 17 November 2014, SER Den Haag Contents of presentation Introduction
More informationA.J.C. Crespo, J.M. Domínguez, C. Altomare, A. Barreiro, M. Gómez-Gesteira
A.J.C. Crespo, J.M. Domínguez, C. Altomare, A. Barreiro, M. Gómez-Gesteira OUTLINE Oscillating Water Column - What OWC is? - Numerical modelling of OWC SPH functionalities - Wave generation (1 st order
More informationOECS Regional Engineering Workshop September 29 October 3, 2014
B E A C H E S. M A R I N A S. D E S I G N. C O N S T R U C T I O N. OECS Regional Engineering Workshop September 29 October 3, 2014 Coastal Erosion and Sea Defense: Introduction to Coastal Dynamics David
More informationDesigning a Harbor Entrance to Defeat Swell Wave Agitation. FAX (506) ; 2
Designing a Harbor Entrance to Defeat Swell Wave Agitation Mauricio Wesson, MSc. PE 1 and Jack C. Cox, PE, DPE, DCE, DNE 2 1 Watermark, La Sabana, San Jose, Costa Rica; PH (506) 2220-1198; FAX (506) 2290
More informationNearshore waveclimate
Advisory and Research Group on Geo Observation Systems and Services Methods and validation of the nearshore branch of waveclimate.com P. Groenewoud, C.F. de Valk - ARGOSS G. Klopman - Albatros Flow Research
More informationAnalysis of Packery Channel Public Access Boat Ramp Shoreline Failure
Journal of Coastal Research SI 59 150-155 West Palm Beach, Florida 2011 Analysis of Packery Channel Public Access Boat Ramp Shoreline Failure Christopher W. Reed and Lihwa Lin URS Corporation 1625 Summit
More informationLow-crested offshore breakwaters: a functional tool for beach management
Environmental Problems in Coastal Regions VI 237 Low-crested offshore breakwaters: a functional tool for beach management K. Spyropoulos & E. Andrianis TRITON Consulting Engineers, Greece Abstract Beach
More informationImplications of proposed Whanganui Port and lower Whanganui River dredging
PO Box 637 Wanganui 4540 Attention: Rowan McGregor Dear Rowan 1 Summary We understand that it has been proposed to bring large vessels into the Port at Whanganui requiring the excavation of a channel up
More informationTRANSPORT OF NEARSHORE DREDGE MATERIAL BERMS
Proceedings of the 6 th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16) Ottawa, Canada, May 10-13, 2016 Copyright : Creative Commons
More informationPreliminary Wake Wash Impact Analysis Redwood City Ferry Terminal, Redwood City, CA
Technical Memorandum Preliminary Wake Wash Impact Analysis Redwood City Ferry Terminal, Redwood City, CA 1. Introduction The following preliminary wake wash impact analysis was initiated by the Port of
More informationRegional Analysis of Extremal Wave Height Variability Oregon Coast, USA. Heidi P. Moritz and Hans R. Moritz
Regional Analysis of Extremal Wave Height Variability Oregon Coast, USA Heidi P. Moritz and Hans R. Moritz U. S. Army Corps of Engineers, Portland District Portland, Oregon, USA 1. INTRODUCTION This extremal
More informationCHAPTER 6 DISCUSSION ON WAVE PREDICTION METHODS
CHAPTER 6 DISCUSSION ON WAVE PREDICTION METHODS A critical evaluation of the three wave prediction methods examined in this thesis is presented in this Chapter. The significant wave parameters, Hand T,
More informationLOCALLY CONCENTRATED SEVERE BEACH EROSION ON SEISHO COAST CAUSED BY TYPHOON T0709
F-4 Fourth International Conference on Scour and Erosion 2008 LOCALLY CONCENTRATED SEVERE BEACH EROSION ON SEISHO COAST CAUSED BY TYPHOON T0709 Yoshimitsu TAJIMA 1 and Shinji SATO 2 1 Member of JSCE, Associate
More informationSPECTRAL MODELING OF WAVE PROPAGATION IN COASTAL AREAS WITH A HARBOR NAVIGATION CHANNEL
SPECTRAL MODELING OF WAVE PROPAGATION IN COASTAL AREAS WITH A HARBOR NAVIGATION CHANNEL by B.J.O. Eikema 1, Y. Attema 1, H. Talstra 1, A.J. Bliek 1,2, L. de Wit 1 and D.W. Dusseljee 3 ABSTRACT This study
More informationFEMA Region V. Great Lakes Coastal Flood Study. Pilot Study Webinar. Berrien County, Michigan. February 26, 2014
FEMA Region V Great Lakes Coastal Flood Study Pilot Study Webinar Berrien County, Michigan February 26, 2014 2 Pilot Study Webinar Agenda Great Lakes Coastal Flood Study Background Demonstration Project
More information: Hydrodynamic input for 2D Vessel Simulations (HY- 0027)
Technical Note To : Christian Taylor (PoHDA) From : Rohan Hudson Cc : Ben Gray Date : 1/04/2015 (Final Draft) Subject : Hydrodynamic input for 2D Vessel Simulations (HY- 0027) Introduction This Technical
More informationAalborg Universitet. Estimation of wave conditions at Liseleje location Bogarino, Bruno; Brorsen, Michael. Publication date: 2007
Aalborg Universitet Estimation of wave conditions at Liseleje location Bogarino, Bruno; Brorsen, Michael Publication date: 27 Document Version Publisher's PDF, also known as Version of record Link to publication
More informationWave research at Department of Oceanography, University of Hawai i
Wave research at Department of Oceanography, University of Hawai i Hawaii wave climate. Directional waverider buoys around Hawaii. Past and present wave-related research projects. Effect of tides on wave
More informationBEACH EROSION COUNTERMEASURE USING NEW ARTIFICIAL REEF BLOCKS
BEACH EROSION COUNTERMEASURE USING NEW ARTIFICIAL REEF BLOCKS Kyuhan Kim 1, Sungwon Shin 1, Chongkun Pyun 2, Hyundong Kim 3, and Nobuhisa Kobayashi 4 Two-dimensional and three-dimensional laboratory experiments
More information