dr. rer nat. wiwin windupranata · 2017. 8. 10. · hydrographic science and engineering working...
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
WAVESWAVESDr. rer nat. Wiwin Windupranata
coastal environmental survey windupranata@2010
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
WHY STUDY WAVES ?WHY STUDY WAVES ?
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
ShippingShipping
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Coastal ConstructionsCoastal Constructions
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Offshore ConstructionsOffshore Constructions
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Beach Erosion and Sediment Beach Erosion and Sediment
TransportTransport
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
RecreationsRecreations
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
FUNDAMENTAL PRINCIPLESFUNDAMENTAL PRINCIPLES
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Parameters Wave Parameters
Wave Period = Time it Takes a Wave Crest to Travel one Wavelength (units of time)
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Wave Frequency = Number of Crest per Unit Time Passing A Fixed Location (units of 1/time)
Wave Speed = Distance a Wave Crest Travels per Unit Time (units of distance/time)
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave SpectrumWave Spectrum
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Classification Wave Classification
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Most of the waves present on the ocean’s
surface are wind-generated waves.
Wave Classification Wave Classification
Size and type of wind-generated waves are controlled by Wind
velocity, Wind duration, Fetch, and Original state of sea surface
As wind velocity increases wave length, period and height increase,
but only if wind duration and fetch are sufficient
Significant wave height is the average wave height of the highest
1/3 of the waves present and is a good indicator of potential for
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1/3 of the waves present and is a good indicator of potential for
wave damage
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Addition of WavesAddition of Waves
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Constructive
DestructiveMixed
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Ideal Waves Ideal Waves
Propagate Energy not Propagate Energy not Propagate Energy not Propagate Energy not
Water MassWater Mass
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave MovementWave Movement
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Note that the water molecules in the crest of the wave move in
the same direction as the wave, but molecules in the trough
move in the opposite direction
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave MovementWave Movement
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Note the importance of the
relationship between
wavelength and depth in
determining wave type.
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave RegionsWave Regions
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Deep-Water Waves (Bottom Depth > L/2)– Speed is a Function of Wavelength Only
– Waves with Longer Wavelength move faster than Waves
Wave SpeedsWave Speeds
– Waves with Longer Wavelength move faster than Waves with Shorter Wavelength
Shallow-Water Waves (Bottom Depth < L/20)– Speed is a Function of Depth Only
– Waves (of any Wavelength) Travel Slower in Shallower Water
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Intermediate region (L/20 < Depth < L/2) – Speed is a Function of Wavelength and Depth Only
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Speed as a Function of Wave Speed as a Function of
WavelengthWavelength
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Speed as a Function of Wave Speed as a Function of
Water DepthWater Depth
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wind speed - wind must be moving faster than the
Factors Affecting Wind Wave Factors Affecting Wind Wave
DevelopmentsDevelopments
Wind speed - wind must be moving faster than the
wave crests for energy transfer to continue
Wind duration - winds that blow for a short time will
not generate large waves
Fetch - the uninterrupted distance over which the wind
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Fetch - the uninterrupted distance over which the wind
blows without changing direction
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Factors Affecting Wind Wave Factors Affecting Wind Wave
DevelopmentsDevelopments
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wind Wave DevelopmentsWind Wave Developments
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Wind waves are gravity waves formed by the transfer of wind energy
into water. Wind forces convert capillary waves to wind waves.
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Lateral Spreading of Wave Energy Lateral Spreading of Wave Energy
from a Storm Sourcefrom a Storm Source
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(95% of Energy Contained Within ±45o of Storm Direction)
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
The Importance of FetchThe Importance of Fetch
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Fetch Fetch is the area of contact between the wind and the water is the area of contact between the wind and the water
and is where windand is where wind--generated waves begingenerated waves begin
Seas Seas is the term applied when the fetch has a chaotic jumble is the term applied when the fetch has a chaotic jumble
Life History of Ocean WavesLife History of Ocean Waves
Seas Seas is the term applied when the fetch has a chaotic jumble is the term applied when the fetch has a chaotic jumble
of new wavesof new waves
Waves Waves continue to grow until the sea is fully developed or continue to grow until the sea is fully developed or
becomes limited by becomes limited by fetch restriction fetch restriction or or wind durationwind duration
Wave interference Wave interference is the momentary interaction between is the momentary interaction between
waves as they pass through each other. Wave interference can waves as they pass through each other. Wave interference can
be constructive or destructivebe constructive or destructive
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be constructive or destructivebe constructive or destructive
Because celerity increases as wave length increases, longer Because celerity increases as wave length increases, longer
waves travel faster than short waveswaves travel faster than short waves
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Wave
InterferenceInterference
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave TransformationsWave Transformations
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Wave
TransformationsTransformations
Wave separation, or dispersion, is a
function of wavelength. Waves with
the longest wavelength move the
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the longest wavelength move the
fastest and leave the area of wave
formation sooner. The smooth
undulation of ocean water caused
by wave dispersion is called swell.
The process known as a wave train.
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
The shallower the water, the greater the interaction The shallower the water, the greater the interaction
between the wave and the bottom alters the wave between the wave and the bottom alters the wave
Life History of Ocean WavesLife History of Ocean Waves
between the wave and the bottom alters the wave between the wave and the bottom alters the wave
properties, eventually causing the wave to collapseproperties, eventually causing the wave to collapse
Celerity decreases as depth decreases
Wave length decreases as depth decreases
Wave height increases as depth decreases
Troughs become flattened and wave profile becomes extremely
asymmetrical
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asymmetrical
Period remains unchanged. Period is a fundamental property of
a wave
Refraction is the bending of a wave into an area where it
travels more slowly
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Life History of Ocean WavesLife History of Ocean Waves
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave steepness (stability) is a ratio of wave height Wave steepness (stability) is a ratio of wave height
divided by wave length divided by wave length
Life History of Ocean WavesLife History of Ocean Waves
divided by wave length divided by wave length
wave stability = H/Lwave stability = H/L
In shallow water, wave height increases and wave length
decreases
When H/L is larger than or equals to 1/7 (H/L ≥ 1/7), the
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When H/L is larger than or equals to 1/7 (H/L ≥ 1/7), the
wave becomes unstable
There are three types of breakers:, Spilling breakers,
Plunging breakers, and Surging breakers
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Spilling waves occur on gradually sloping ocean bottoms.
The crest of a spilling wave slides down the face of the wave as it
Waves Approaching ShoreWaves Approaching Shore
The crest of a spilling wave slides down the face of the wave as it
breaks on shore
Plunging waves break violently against the shore, leaving an air-filled
tube, or channel, between the crest and foot of the wave.
Plunging waves are formed when waves approach a shore over a
steeply sloped bottom
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Surging waves occur on a very steep sloped bottom where the beach
slope exceeds wave steepness.
The wave does not really curl and break but runs up against the shore
while producing foam and large surges of water
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves Approaching ShoreWaves Approaching Shore
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave refraction - the slowing and bending of waves
in shallow water
Waves Approaching ShoreWaves Approaching Shore
in shallow water
Wave diffraction - propagation of a wave around an
obstacle
Wave reflection - occurs when waves “bounce back”
from an obstacle they encounter. Reflected waves
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from an obstacle they encounter. Reflected waves
can cause interference with oncoming waves,
creating standing waves
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves RefractionWaves Refraction
Bending of shallowBending of shallow--water wave water wave
fronts due to change in bottom fronts due to change in bottom
depthdepth
The leading edge of a wave front The leading edge of a wave front
enters shallower water and slows enters shallower water and slows
while the remaining front while the remaining front
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while the remaining front while the remaining front
continues at higher speedcontinues at higher speed
The net result is a rotation of The net result is a rotation of
wave fronts toward being parallel wave fronts toward being parallel
with bottom depth contours. with bottom depth contours.
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves RefractionWaves Refraction
Consequence of wave refraction:
Focusing of wave energy on
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energy on headlands
Defocusing of wave energy on bays
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves DiffractionWaves Diffraction
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Propagation of wave around an obstaclePropagation of wave around an obstacle
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves ReflectionWaves Reflection
Wave reflection - occurs when waves “bounce back” from an
obstacle they encounter. obstacle they encounter.
When approaching a steep solid object, waves are bounced
back, creating a confused sea or interfering waves
Sometimes part of the energy is absorbed and the remaining
energy is reflected
Reflected waves can cause interference with oncoming waves,
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Reflected waves can cause interference with oncoming waves,
creating standing waves
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves ReflectionWaves Reflection
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Storm surge is the rise in sea level resulting from low Storm surge is the rise in sea level resulting from low
atmospheric pressure associated with storms and the atmospheric pressure associated with storms and the
Storm SurgeStorm Surge
atmospheric pressure associated with storms and the atmospheric pressure associated with storms and the
accumulation of water driven shoreward by the windsaccumulation of water driven shoreward by the winds
Water is deeper at the shore area, allowing waves to
progress farther inland
Storm surge is especially severe when superimposed
upon a high tide
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upon a high tide
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Standing WavesStanding Waves
Standing waves or seiches consist of a water surface Standing waves or seiches consist of a water surface
“seesawing” back and forth“seesawing” back and forth
A node is an imaginary line across the surface which experiences
no change in elevation as the standing wave oscillates. It is the
line about which the surface oscillates
Antinodes are where there is the maximum displacement of the
surface as it oscillates and are usually located at the edge of the
basin
Geometry of the basin controls the period of the standing wave
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Geometry of the basin controls the period of the standing wave
A basin can be closed or open
Standing waves can be generated by storm surges
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Standing WavesStanding Waves
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Resonance amplifies the displacement at the nodes and occurs when Resonance amplifies the displacement at the nodes and occurs when
the period of the basin is similar to the period of the force the period of the basin is similar to the period of the force
producing the standing waveproducing the standing wave
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Standing WavesStanding Waves
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal WavesInternal Waves
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Waves that occur at the boundaries of water layers
with different densities are called internal waves.
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal waves form within the water column on the Internal waves form within the water column on the
pycnoclinepycnocline
Internal WavesInternal Waves
pycnoclinepycnocline
Because of the small density difference between the water masses Because of the small density difference between the water masses
above and below the above and below the pycnoclinepycnocline, wave properties are different , wave properties are different
compared to surface wavescompared to surface waves
Internal waves display all the properties of surface progressive Internal waves display all the properties of surface progressive
waves including reflection, refraction, interference, breaking, etcwaves including reflection, refraction, interference, breaking, etc
Any disturbance to the Any disturbance to the pycnoclinepycnocline can generate internal waves, can generate internal waves,
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Any disturbance to the Any disturbance to the pycnoclinepycnocline can generate internal waves, can generate internal waves,
including: flow of water related to the tides, flow of water masses including: flow of water related to the tides, flow of water masses
past each other, storms, or submarine landslidespast each other, storms, or submarine landslides
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal WavesInternal Waves
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Thin Layers of Phytoplankton Oscillating with an Internal Wave Formed along the Continental Shelf
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal WavesInternal Waves
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Tsunamis were previously called tidal waves, but are Tsunamis were previously called tidal waves, but are
unrelated to tidesunrelated to tides
TsunamiTsunami
unrelated to tidesunrelated to tides
Tsunamis consist of a series of long-period waves characterized by
very long wave length (up to 100 km) and high speed (up to 760
km/hr) in the deep ocean
Because of their large wave length, tsunamis are shallow-water to
intermediate-water waves as they travel across the ocean basin
They become a danger when reaching coastal areas where wave
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They become a danger when reaching coastal areas where wave
height can reach 10 m
Tsunamis originate from earthquakes, volcanic explosions, or
submarine landslides
Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
TsunamiTsunami
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Longshore Current and Longshore Current and
Sediment TransportSediment Transport
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Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Longshore Current and Longshore Current and
Sediment TransportSediment Transport
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Along-Shore Sediment Transport Obstructed by Groins