introduction to coastal engineering

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Introduction to Coastal Engineering Harry C. Friebel, Ph.D., Harry C. Friebel, Ph.D., P.E. P.E. U.S. Army Corps of Engineers U.S. Army Corps of Engineers Philadelphia District Philadelphia District

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Introduction to Coastal Engineering. Harry C. Friebel, Ph.D., P.E. U.S. Army Corps of Engineers Philadelphia District. Intro Vocabulary Differences Coastal Processes Summary. Objectives. To review for students: Answer the question: What is Coastal Engineering? - PowerPoint PPT Presentation

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Page 1: Introduction to Coastal Engineering

Introduction to Coastal Engineering

Harry C. Friebel, Ph.D., Harry C. Friebel, Ph.D., P.E.P.E.

U.S. Army Corps of EngineersU.S. Army Corps of Engineers

Philadelphia DistrictPhiladelphia District

Page 2: Introduction to Coastal Engineering

Objectives

To review for students:To review for students:1.1. Answer the question: What is Coastal Answer the question: What is Coastal

Engineering?Engineering?

2.2. Introduction to the vocabulary used by coastal Introduction to the vocabulary used by coastal scientists and engineers.scientists and engineers.

3.3. Explain some similarities and differences Explain some similarities and differences between the principal US coastal regions: between the principal US coastal regions: geology, storm risk, etc.geology, storm risk, etc.

4.4. Provide an overview of important physical Provide an overview of important physical processes in the coastal zone.processes in the coastal zone.

Intro Vocabulary Differences Coastal Processes Summary

Page 3: Introduction to Coastal Engineering

References

ER 1105-2-0100, Planning Guidance ER 1105-2-0100, Planning Guidance NotebookNotebook

EM 1110-2-1100, Coastal Engineering EM 1110-2-1100, Coastal Engineering ManualManual

Shore Protection ManualShore Protection Manual. 1984. 4th ed., 2 . 1984. 4th ed., 2 Vol., U.S. Army Engineer Waterways Vol., U.S. Army Engineer Waterways Experiment Station, U.S. Government Experiment Station, U.S. Government Printing Office, Washington, D.C., Printing Office, Washington, D.C., 1,088p.1,088p.Intro Vocabulary Differences Coastal Processes

Summary

Page 4: Introduction to Coastal Engineering

What is Coastal Engineering?

The USACE Coastal & Hydraulics Laboratory The USACE Coastal & Hydraulics Laboratory defines coastal engineering as: defines coastal engineering as: A branch of A branch of civil engineering that applies engineering civil engineering that applies engineering principles specifically to projects within the principles specifically to projects within the coastal zone (nearshore, estuary, marine, and coastal zone (nearshore, estuary, marine, and shoreline). shoreline).

The University of Delaware defines coastal The University of Delaware defines coastal engineering as: engineering as: Coastal engineering is the Coastal engineering is the study of the processes ongoing at the study of the processes ongoing at the shoreline and construction within the coastal shoreline and construction within the coastal zone. The field involves aspects of nearshore zone. The field involves aspects of nearshore oceanography, marine geology, and civil oceanography, marine geology, and civil engineering, often directed at combating engineering, often directed at combating erosion of coasts or providing navigational erosion of coasts or providing navigational access. access.

Intro Vocabulary Differences Coastal Processes Summary

Page 5: Introduction to Coastal Engineering

Coastal Engineering Vocabulary

Water Wave - A deformation of the water’s surface.Water Wave - A deformation of the water’s surface.

Duration - length of time the Duration - length of time the wind blows.wind blows.

Wind speed – How fast the wind Wind speed – How fast the wind is blowing.is blowing.

Fetch – The horizontal distance Fetch – The horizontal distance (in direction of the wind) over (in direction of the wind) over which a wind blows.which a wind blows.

Figure from: http://geology.uprm.edu/Morelock/2_image/wavgenr.gif

Intro Vocabulary Differences Coastal Processes Summary

Page 6: Introduction to Coastal Engineering

Crest - highest point on a wave.Crest - highest point on a wave.

Trough - lowest point on a wave.Trough - lowest point on a wave.

Wavelength - horizontal distance, Wavelength - horizontal distance, either between the crests or either between the crests or troughs of troughs of two consecutive waves.two consecutive waves.

Wave height - vertical distance Wave height - vertical distance between a wave's crest and between a wave's crest and the next the next trough.trough.

Wave period - time it takes for Wave period - time it takes for two consecutive crests or two consecutive crests or troughs to pass a stationary troughs to pass a stationary point.point.

Intro Vocabulary Differences Coastal Processes Summary

Page 7: Introduction to Coastal Engineering

FACTFACT – Deep water particles do not move – Deep water particles do not move forward with water wave, but instead move in forward with water wave, but instead move in elliptical orbits. Waves are the forward elliptical orbits. Waves are the forward motion of energy, not water!motion of energy, not water!

Intro Vocabulary Differences Coastal Processes Summary

Page 8: Introduction to Coastal Engineering

Example of water wave refraction at Allenhurst, Lock Arbour, Asbury Park, 1987.Example of water wave refraction at Allenhurst, Lock Arbour, Asbury Park, 1987.

Refraction

Intro Vocabulary Differences Coastal Processes Summary

Page 9: Introduction to Coastal Engineering

Photo credit: Fjellanger Widerøe A.S.

Diffraction

Intro Vocabulary Differences Coastal Processes Summary

Page 10: Introduction to Coastal Engineering

Gif credit: http://upload.wikimedia.org/wikipedia/commons/2/2d/Propagation_du_tsunami_en_profondeur_variable.gif.

Shoaling

Intro Vocabulary Differences Coastal Processes Summary

Page 11: Introduction to Coastal Engineering

Photo credit:

http://pro.corbis.com.

Wave Breaking

Intro Vocabulary Differences Coastal Processes Summary

Page 12: Introduction to Coastal Engineering

Photo credit: www.niwa.cri.nz/pubs/wa/ma/13-1/flooding

Wave Run-up

Intro Vocabulary Differences Coastal Processes Summary

Page 13: Introduction to Coastal Engineering

Figure credit: www.coastal.er.usgs.gov

Wave Set-up

Intro Vocabulary Differences Coastal Processes Summary

Page 14: Introduction to Coastal Engineering

Tides are caused by the gravitational Tides are caused by the gravitational force exerted by both the sun and moon force exerted by both the sun and moon and by the centrifugal force produced and by the centrifugal force produced by the revolution of the earth .by the revolution of the earth .

Normal water levels are tidally Normal water levels are tidally influenced.influenced.

TIDESTIDES

Intro Vocabulary Differences Coastal Processes Summary

Page 15: Introduction to Coastal Engineering

Two bulges of water – one on the side Two bulges of water – one on the side of the earth facing the moon (and sun) of the earth facing the moon (and sun) and one on the opposite side.and one on the opposite side.

The bulges are stationary (relative to The bulges are stationary (relative to the Moon or sun), but the rotation of the Moon or sun), but the rotation of the earth about its polar axis causes the earth about its polar axis causes the bulges to move relative to the the bulges to move relative to the earth.earth.

TIDESTIDES

Intro Vocabulary Differences Coastal Processes Summary

Page 16: Introduction to Coastal Engineering

SpringSpring tide is when tide is when the bulges due to the bulges due to the sun and moon the sun and moon are aligned (full are aligned (full moon and new moon and new moon). moon).

NeapNeap tide is when tide is when the sun and moon the sun and moon are in quadrature are in quadrature (quarter moon) (quarter moon) and thus the and thus the respective bulges respective bulges are not aligned.are not aligned.

TIDESTIDES

http://www.rise.org.au/info/Res/tidal/image001.jpg

Intro Vocabulary Differences Coastal Processes Summary

Page 17: Introduction to Coastal Engineering

Diurnal Tide – one Diurnal Tide – one high and low per high and low per day.day.

Semi-diurnal Tide – Semi-diurnal Tide – two highs and two two highs and two lows per day.lows per day.

TIDESTIDES

Intro Vocabulary Differences Coastal Processes Summary

Page 18: Introduction to Coastal Engineering

Do the Great Lakes experience tides?

http://glakesonline.nos.noaa.gov/monitor.html

Intro Vocabulary Differences Coastal Processes Summary

Page 19: Introduction to Coastal Engineering

Similarities and differences between the principal US

coastal regions

Great Lakes

Atlantic Coast

Gulf Coast

Pacific Coast

Islands

Intro Vocabulary Differences Coastal Processes Summary

Page 20: Introduction to Coastal Engineering

GeologyGeology

Atlantic/Atlantic/Gulf CoastGulf Coast

Pacific Pacific CoastCoast

IslandsIslands Great Great LakesLakes

TopographTopographyy

Flat Flat Coastal Coastal PlainPlain

Steep Steep MountainsMountains

VolcanicVolcanic ContinentaContinentall

BathymetrBathymetryy

Wide Wide Shallow Shallow ShelfShelf

Steep Steep OffshoreOffshore

Steep Steep OffshoreOffshore

ReefsReefs

Glacier Glacier modifiedmodified

Intro Vocabulary Differences Coastal Processes Summary

Page 21: Introduction to Coastal Engineering

TopographyTopography

Laguna Laguna Beach, CA Beach, CA (1993)(1993)

St Joseph, MISt Joseph, MI

Westhampton, Westhampton, NY (1994)NY (1994)

Intro Vocabulary Differences Coastal Processes Summary

Page 22: Introduction to Coastal Engineering

BathymetryBathymetry

Atlantic/Gulf Atlantic/Gulf CoastCoast

Lake ErieLake Erie

Pacific Pacific CoastCoast

Intro Vocabulary Differences Coastal Processes Summary

Page 23: Introduction to Coastal Engineering

Storm RiskStorm Risk

Storm Storm HazardHazard

Atlantic/Atlantic/Gulf CoastGulf Coast

Pacific Pacific CoastCoast

IslandsIslands Great Great LakesLakes

TsunamiTsunami LowLow HighHigh HighHigh Very LowVery Low

HurricaneHurricane HighHigh Very LowVery Low Very LowVery Low Very LowVery Low

Intro Vocabulary Differences Coastal Processes Summary

Page 24: Introduction to Coastal Engineering

Extra-tropical storm Extra-tropical storm Forms outside the tropics. Forms outside the tropics. Center of storm is colder than the Center of storm is colder than the

surrounding air. surrounding air. Has fronts. Has fronts. Strongest winds in the upper atmosphere.Strongest winds in the upper atmosphere.

Tropical storm:Tropical storm: Forms over a tropical ocean. Forms over a tropical ocean. Center of storm is warmer than the Center of storm is warmer than the

surrounding air. surrounding air. Has no fronts. Has no fronts. Strongest winds are near the Earth's Strongest winds are near the Earth's

surface.surface.

The Perfect StormThe Perfect Storm

Atlantic/Gulf Atlantic/Gulf CoastCoast

Intro Vocabulary Differences Coastal Processes Summary

Page 25: Introduction to Coastal Engineering

Atlantic/Gulf Atlantic/Gulf CoastCoast

Intro Vocabulary Differences Coastal Processes Summary

Page 26: Introduction to Coastal Engineering

Important Hurricane parameters

1.1. Central Pressure DeficitCentral Pressure Deficit

2.2. Radius of Maximum Wind SpeedRadius of Maximum Wind Speed

3.3. Forward Speed and Angle of Forward Speed and Angle of Approach (Quadrant)Approach (Quadrant)

4.4. Storm SurgeStorm Surge

5.5. Timing (Tide)Timing (Tide)

Intro Vocabulary Differences Coastal Processes Summary

Page 27: Introduction to Coastal Engineering

1. Central Pressure Deficit

Hurricane Hurricane FloydFloyd

Figure courtesy http://cmn.dl.stevens-tech.edu/floyd/

Intro Vocabulary Differences Coastal Processes Summary

Page 28: Introduction to Coastal Engineering

2. Radius of Maximum Wind Speed

Figure credit: www.wunderground.com

Intro Vocabulary Differences Coastal Processes Summary

Page 29: Introduction to Coastal Engineering

3. Forward Speed and Angle of Approach

(Quadrant)

http://www2.sunysuffolk.edu/mandias/38hurricane/weather_history_38.html

1938 1938 HurricaneHurricane

Intro Vocabulary Differences Coastal Processes Summary

Page 30: Introduction to Coastal Engineering

4. Storm Surge

Components:Components:

A.A. Pressure surgePressure surge

B.B. Wind surgeWind surge

C.C. Wave setupWave setup

http://coastal.er.usgs.gov/hurricanes/impact-scale/images/fig1LG.gif

Intro Vocabulary Differences Coastal Processes Summary

Page 31: Introduction to Coastal Engineering

A. Pressure Surge

Pressure Surge - The light blue bulge represents Pressure Surge - The light blue bulge represents to water surface increase due to the reduced to water surface increase due to the reduced pressure in the eye of the storm.pressure in the eye of the storm.

ANALOGY - if several people sit around the edge of a waterbed, the center of the bed rises!ANALOGY - if several people sit around the edge of a waterbed, the center of the bed rises!

Intro Vocabulary Differences Coastal Processes Summary

Page 32: Introduction to Coastal Engineering

B. Wind Surge

Surface stress (due to the wind) is balanced by a water surface Surface stress (due to the wind) is balanced by a water surface slope.slope.

ANALOGY - blowing on a hot cup of coffee.!ANALOGY - blowing on a hot cup of coffee.!

Wind surge becomes more pronounced in shallow water.Wind surge becomes more pronounced in shallow water.

Intro Vocabulary Differences Coastal Processes Summary

Page 33: Introduction to Coastal Engineering

C. Wave Setup

This gradient of the This gradient of the SSxxxx radiation stress term is balanced by a slope radiation stress term is balanced by a slope of the water surface.of the water surface.

From linear wave theory, it can be shown that the mean water level From linear wave theory, it can be shown that the mean water level at the shoreline is elevated by more than 20% of the wave height.at the shoreline is elevated by more than 20% of the wave height.

Intro Vocabulary Differences Coastal Processes Summary

Page 34: Introduction to Coastal Engineering

5. Timing (Tide) Assume Category 2 Hurricane or 8 foot surge

Compare peak at 18:00 July 1 vs. 01:00 July 2

Slide credit: Harley Winer

Intro Vocabulary Differences Coastal Processes Summary

Page 35: Introduction to Coastal Engineering

TsunamisTsunamis is Japanese for “Big Wave.”is Japanese for “Big Wave.”

TsunamisTsunamis can be earthquake or landside can be earthquake or landside Induced.Induced.

TsunamisTsunamis considered long period or shallow considered long period or shallow water wave.water wave.

TsunamisTsunamis has small amplitude in deep ocean has small amplitude in deep ocean and shoals to great heights near shore.and shoals to great heights near shore.

Pacific CoastPacific Coast

Intro Vocabulary Differences Coastal Processes Summary

Page 36: Introduction to Coastal Engineering

TsunamisTsunamis

Slide credit: Harley WinerSlide credit: Harley Winer

Intro Vocabulary Differences Coastal Processes Summary

Page 37: Introduction to Coastal Engineering

TsunamisTsunamis

Slide credit: Harley WinerSlide credit: Harley Winer

Intro Vocabulary Differences Coastal Processes Summary

Page 38: Introduction to Coastal Engineering

Coastal ProcessesCoastal Processes

Beach profiles

Littoral transport (cross-shore and longshore)

Sediment budgets

Accretion/Erosion

Intro Vocabulary Differences Coastal Processes Summary

Page 39: Introduction to Coastal Engineering

Dune

Berm

MWL

Berm Crest

Beach Beach ProfileProfile

Slide credit: Randy Wise, NAP

Intro Vocabulary Differences Coastal Processes Summary

Page 40: Introduction to Coastal Engineering

https://www.maine.gov/doc/nrimc/mgs/explore/hazards/erosion/shape.gif

Seasonal Profiles

Intro Vocabulary Differences Coastal Processes Summary

Page 41: Introduction to Coastal Engineering

Depth of Closure

MHW

Sand Movement

Cross-shore transport

Slide credit: Randy Wise, NAP

Intro Vocabulary Differences Coastal Processes Summary

Page 42: Introduction to Coastal Engineering

http://pubs.usgs.gov/circ/http://pubs.usgs.gov/circ/c1075/images/longshore.gifc1075/images/longshore.gif

Longshore transport

Intro Vocabulary Differences Coastal Processes Summary

Page 43: Introduction to Coastal Engineering

Sediment Budgets

Generally waves come from Generally waves come from a predominate direction, so a predominate direction, so net transport will generally net transport will generally be in that directionbe in that direction

Gross transport is the sum Gross transport is the sum of the transport in the two of the transport in the two directions directions

Net transport is the Net transport is the difference between the difference between the transport in the two transport in the two directionsdirections

South = 100,000 c.y./year

Beach

North = 80,000 c.y./year

Gross Transport = ?

Net Transport = ?

Intro Vocabulary Differences Coastal Processes Summary

Page 44: Introduction to Coastal Engineering

Sediment Budgets

It is important to identify It is important to identify rates of erosion when rates of erosion when building on the coast. A building on the coast. A beach can remain in beach can remain in equilibrium if the incoming equilibrium if the incoming sediment matches outgoing sediment matches outgoing sediment.sediment.

Empirical equations estimate Empirical equations estimate longshore transport.longshore transport.

Conservation of mass (check Conservation of mass (check book analogy) book analogy) – when outgoing is greater when outgoing is greater

than incoming - erosion than incoming - erosion – when incoming is greater when incoming is greater

than outgoing – accretionthan outgoing – accretion

Intro Vocabulary Differences Coastal Processes Summary

Page 45: Introduction to Coastal Engineering

Accretion/Erosion

Sources (+)Sources (+)RiversRiversEroding headlandsEroding headlands

Sinks (-)Sinks (-)Sediment TrapsSediment TrapsInletsInletsOffshore DepthsOffshore DepthsLittoral Drift InterruptionsLittoral Drift InterruptionsSea Level RiseSea Level Rise

Intro Vocabulary Differences Coastal Processes Summary

Page 46: Introduction to Coastal Engineering

Eroding Headland

River Delta

Sources (+)Sources (+)

www.truecolorearth.comwww.truecolorearth.com

Intro Vocabulary Differences Coastal Processes Summary

Page 47: Introduction to Coastal Engineering

SinksTidal Inlets - Canaveral, Fl

19931950

Intro Vocabulary Differences Coastal Processes Summary

Page 48: Introduction to Coastal Engineering

Sinks

www.nww.usace.army.mil/dmmp/report.htm

Offshore Depths Disrupt Littoral Drift

Sediment Trap

Intro Vocabulary Differences Coastal Processes Summary

Page 49: Introduction to Coastal Engineering

Sinks

Implications of Sea Level Rise

Absolute Sea Level RiseAbsolute Sea Level Rise Relative Sea Level Rise – i.e. subsidence (land Relative Sea Level Rise – i.e. subsidence (land

sinking)sinking) Adjustment of Equilibrium Beach ProfileAdjustment of Equilibrium Beach Profile Sea level rise will be very significant in the Sea level rise will be very significant in the

evaluation of future with and future without project evaluation of future with and future without project conditions.conditions.

Intro Vocabulary Differences Coastal Processes Summary

Page 50: Introduction to Coastal Engineering

Summary

In this session, we have:In this session, we have:

1.1. Defined Coastal EngineeringDefined Coastal Engineering

2.2. Introduced common vocabulary used by Introduced common vocabulary used by coastal scientists and engineers.coastal scientists and engineers.

3.3. Explained some of the similarities and Explained some of the similarities and differences between the principal US differences between the principal US coastal regions.coastal regions.

4.4. Provided an overview of the important Provided an overview of the important physical processes in the coastal zone.physical processes in the coastal zone.

Intro Vocabulary Differences Coastal Processes Summary