sample of introduction to coastal engineering part two

15
INTRODUCTION TO COASTAL ENGINEERING PART TWO FAITH RESEARCH & INSTRUCTION INSTITUTE A DIVISION OF FAITH CONGLOMERATE LLC

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Page 1: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH & INSTRUCTION INSTITUTE A DIVISION OF FAITH CONGLOMERATE LLC

Page 2: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

COASTAL STRUCTURES Coastal Structures play an important role and come in various formats such as ● Harbours● Revetments / Seawalls● Breakwaters● Anchorage Areas

Page 3: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

COASTAL STRUCTURES REVETMENT

This concrete lining is to protect the banks against erosion.Note the arch in the diagram is to celebrate The Queen opening the Conwy tunnel in 1991.

© Copyright Nigel Chadwick

Page 4: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

HARBOURSCAPRI HARBOUR ITALY

Picture by Adrian Pingstone. http://en.wikipedia.org/wiki/File:Capri.harbour.from.above.arp.jpg

Page 5: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

ENGINEER'S ROLEEngineers play an important active role in Coastal Engineering , working on ● Design and Management of Waterways to ease

navigation● Design of Docks● Design of Protective Structures● Facility Design

Page 6: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

CLASSIFICATION SCHEMATICHARBOUR

NATURAL SEMI-NATURAL MAN - MADE

COMMERCIALHARBOUR OF REFUGE

MILITARY

Page 7: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

ARTIFICIAL HARBOURS Artificial Harbours are created through Engineering processes such as● Dredging● Introduction of Coastal Structures (e.g Breakwater) Artificial Harbours provide a safe haven for Marine Vessels

Page 8: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

PORTSTypical Port Structures are:- ● Passenger Terminals● Cargo Terminals● Docks● WarehousesTransit Sheds Transportation Infrastructure● Fire Stations● Safety and Security Stations

Taken from onboard the Yorkshire Waterways Museum's tug, Wheldale.

© Copyright Christine Johnstone and licensed for reuse under this Creative Commons Licence

Page 9: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

Page 10: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

BREAKWATERSArmouring is also made out of Concrete and is molded into varying forms. Typical Concrete forms are● Cubic / Rectangular Armour ● Tetrapods

Tetrapods by Takashi Tomooka © Copyright Cod

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INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

EXAMPLEIt is proposed to design a Rock Armour Breakwater at Cape Cod.

Page 12: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

VAN der MEER FORMULAESURGING WAVES CONDITION FORMULA (HS / Dn 50 ) = 1.0P-0.13 ( S / N )0.2 Cot 0 Em

P

P = Notional Permeability FactorS = Damage LevelN = Number of Waves ( Storm Duration)Dn50= Normal Stone DiameterEm= Iribarren Number ( Surf Similarity Parameter ) = Relative Mass Density HS= Significant Wave Height

Page 13: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

CHANNELS ( NAVIGATION CHANNELS )● Channel Depth● Channel Width● Channel Alignment

Page 14: Sample Of Introduction To Coastal Engineering   Part Two

INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH AND INSTRUCTION UNIT

CHANNEL WIDTHThe Nominal Width of the Channel is influenced by numerous factors , e.g

● Ship Maneuverability● Ship Proportions● Sea Lanes● Channel Curvature● Human Factors● Currents● Traffic Volume● Speed

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INTRODUCTION TO COASTAL ENGINEERING PART TWO

FAITH RESEARCH & INSTRUCTION INSTITUTE A DIVISION OF FAITH CONGLOMERATE LLC