The document discusses various topics related to hydrographic science and engineering including wave parameters, wave classification, factors affecting wind wave development, wave movement, wave regions, wave speed as a function of wavelength and depth, addition of waves, ideal waves, wave transformations, factors affecting wind wave development, wind wave developments, lateral spreading of wave energy, the importance of fetch, wave interference, wave steepness and breaking, waves approaching shore through refraction, diffraction and reflection, storm surge, and standing waves. It provides information on each topic in detail with examples and diagrams.
3.ocean, geothermal, hydro and biomass energy resourcesDrPriteeRaotole
Ocean Energy: Ocean Energy Potential against Wind and Solar, Wave Characteristics
and Statistics, Wave Energy Devices.
Tidal energy,Tide characteristics and Statistics, Tide Energy Technologies, Ocean
Thermal Energy, Osmotic Power.
b. Geothermal Energy: Geothermal Resources, Geothermal Technologies.
c. Hydro Energy: Hydropower resources, hydropower technologies, environmental impact
of hydro power sources.
d. Biomass energy: biomass, biochemical conversion, biogas generation, Ocean biomass
Presentation to the Canadian Department of Fisheries and Oceans expert committee assessing the effectiveness of current mitigation guidelines for seismic surveys (oil and gas exploration at sea).
3.ocean, geothermal, hydro and biomass energy resourcesDrPriteeRaotole
Ocean Energy: Ocean Energy Potential against Wind and Solar, Wave Characteristics
and Statistics, Wave Energy Devices.
Tidal energy,Tide characteristics and Statistics, Tide Energy Technologies, Ocean
Thermal Energy, Osmotic Power.
b. Geothermal Energy: Geothermal Resources, Geothermal Technologies.
c. Hydro Energy: Hydropower resources, hydropower technologies, environmental impact
of hydro power sources.
d. Biomass energy: biomass, biochemical conversion, biogas generation, Ocean biomass
Presentation to the Canadian Department of Fisheries and Oceans expert committee assessing the effectiveness of current mitigation guidelines for seismic surveys (oil and gas exploration at sea).
The energy of sea waves can be absorbed by wave energy converters in a variety of manners, but in every case
the transferred power is highly fluctuating in several time-scales, especially the wave-to-wave or the wave group
time-scales. In most devices developed or considered so far, the final product is electrical energy to be supplied
to a grid. This paper discusses the use of sea wave energy with the help of oscillating column. The mechanism
converts the wave energy in to electrical power by converting the oscillating motion of waves in to rotary
motion. Using compression ring we can store the power produced by the impact. This stored energy can be
utilized in other strokes. The sea, which covers three quarters of the world’s surface, has been little utilized to
meet the peoples’ energy needs.
Presentation by Harshinie Karunarathna (Swansea University) at the XBeach X (10th Year Anniversary) Conference, during Delft Software Days - Edition 2017. Friday, 3 November 2017, Delft.
The Hydrodynamic Performance Examination of a New Floating Breakwater Configu...IJAEMSJORNAL
It is critical to protect coastal and offshore structures. Most current studies and scientific investigations are centered on how to protect seashore with an efficient and cost-effective system. This study involved the testing of a new floating breakwater configuration (FB). A series of experiments were carried out in the lab of The Higher Institute of Engineering (El-shorouk City) on the new model and the traditional vertical plane FB without a curved face to compare their behaviours and performance in wave attenuation. The incident, reflected, and transmitted wave heights were measured, and the coefficients of reflection, transmission, and energy dissipation were calculated using these measurements. In terms of hydrodynamic performance, the curved-face floating breakwater outperformed the traditional vertical floating breakwater, according to the study's highlights. The curved face model significantly reduced wave transmission values when compared to the traditional vertical configuration. The greater the concavity of the curve, the better the model handles waves, especially when the wave steepness is low.
Adequacy Check of Existing Crest Level of Sea Facing Coastal Polders by the E...IOSR Journals
The coastal embankment system has been gradually built during the last 40 years. The embankments
were originally designed to increase agricultural production by preventing salt water intrusion not to protect
against cyclonic storms. The alignment of the embankments did not consider the changing conditions in
bathymetry of the sea and thalweg migration of the rivers and therefore many embankments are located under
tidal water level and have severe toe and slope erosion problems during the monsoon season. The crest level
and embankment cross sections have not optimized the protection of hinterland and the embankment itself and
therefore the embankments typically only provide protection for the cyclones with 5-12 year return periods and
the designed crest level of the sea facing coastal polder equal to the sum of normal maximum recorded water
stage plus 1.50m. In this study to estimate the design crest level and side slope for sea facing embankment have
been established based on maximum storm surge level, wave run-up for cyclonic wave, freeboard allowing 5
l/m/s overtopping ,potential climate change impact and land subsidence. Statistical analysis of surge level and
wave run-up is carried out using Extreme Value Analysis (EVA) in MIKE Zero.
Raising, widening & strengthening with protection to scoured bank of Bedpur-K...Satyajit Behera
Embankment failure and riverbank erosion are common problem in Odisha. Almost every year earthen embankments and riverbanks are facing problems like erosion, breaching or retirements. Among many reasons the major causes are considered due to the use of geotechnical unstable materials, improper method of construction, seepage and sliding.
C OMPREHENSIVE S TUDY OF A COUSTIC C HANNEL M ODELS FOR U NDERWATER W I...IJCI JOURNAL
In underwater acoustic communication, shallow water
and deep water are two different mediums which
exhibit many challenges to deal with due to the tim
e varying multipath and Doppler Effect in the forme
r
case and multipath propagation in the latter case.
In this paper, the characteristics of the acoustic
propagation are described in detail and channel mod
els based on the various propagation phenomena in
shallow water channel and deep water channel as wel
l are presented and the transmission losses incurre
d
in each model are thoroughly investigated. Signal t
o noise ratio (SNR) at the receiver is thoroughly
analyzed. Numerical results obtained through analyt
ical simulations carried out in MATLAB bring to lig
ht
the important issues to be considered so as to deve
lop suitable communication protocols for Underwater
Wireless Communication Networks (UWCNs) to provide
effective and reliable communication.
Development of an FHMA-based Underwater Acoustic Communications System for Mu...Waqas Tariq
This paper describes the design of an underwater acoustic communications system for multiple underwater vehicles, based on frequency-hopping multiple-access (FHMA) and tamed spread-spectrum communications. The system makes used of the tamed spread-spectrum method, frequency hopping, 4FSK, and a rake receiver. In order to make the system more practical, the underwater channel and the effect of the number of users on the bit error ratio (BER) are also taken into account. Since the necessary proving experiments are not easily conducted in the ocean, a platform is developed that uses the sound card of a computer, combined with a sound box and microphone, to transduce energy for acoustic communications. Simulated and experimental results indicate that this system could provide reliable underwater communications between multiple underwater vehicles.
While wireless communication technology today has become part of our daily life, the
idea of wireless undersea communications may still seem far-fetched. However, research has
been active for over a decade on designing the methods for wireless information transmission
underwater. Human knowledge and understanding of the world’s oceans, which constitute
the major part of our planet, rests on our ability to collect information from remote undersea
locations.
The major discoveries of the past decades, such as the remains of Titanic, or the hydrothermal
vents at bottom of deep ocean, were made using cabled submersibles. Although such
systems remain indispensable if high-speed communication link is to exists between the
remote end and the surface, it is natural to wonder what one could accomplish without the
burden (and cost) of heavy cables.
Hence the motivation, and interest in wireless underwater communications. Together with
sensor technology and vehicular technology, wireless communications will enable new
applications ranging from environmental monitoring to gathering of oceanographic data,
marine archaeology, and search and rescue missions.
The energy of sea waves can be absorbed by wave energy converters in a variety of manners, but in every case
the transferred power is highly fluctuating in several time-scales, especially the wave-to-wave or the wave group
time-scales. In most devices developed or considered so far, the final product is electrical energy to be supplied
to a grid. This paper discusses the use of sea wave energy with the help of oscillating column. The mechanism
converts the wave energy in to electrical power by converting the oscillating motion of waves in to rotary
motion. Using compression ring we can store the power produced by the impact. This stored energy can be
utilized in other strokes. The sea, which covers three quarters of the world’s surface, has been little utilized to
meet the peoples’ energy needs.
Presentation by Harshinie Karunarathna (Swansea University) at the XBeach X (10th Year Anniversary) Conference, during Delft Software Days - Edition 2017. Friday, 3 November 2017, Delft.
The Hydrodynamic Performance Examination of a New Floating Breakwater Configu...IJAEMSJORNAL
It is critical to protect coastal and offshore structures. Most current studies and scientific investigations are centered on how to protect seashore with an efficient and cost-effective system. This study involved the testing of a new floating breakwater configuration (FB). A series of experiments were carried out in the lab of The Higher Institute of Engineering (El-shorouk City) on the new model and the traditional vertical plane FB without a curved face to compare their behaviours and performance in wave attenuation. The incident, reflected, and transmitted wave heights were measured, and the coefficients of reflection, transmission, and energy dissipation were calculated using these measurements. In terms of hydrodynamic performance, the curved-face floating breakwater outperformed the traditional vertical floating breakwater, according to the study's highlights. The curved face model significantly reduced wave transmission values when compared to the traditional vertical configuration. The greater the concavity of the curve, the better the model handles waves, especially when the wave steepness is low.
Adequacy Check of Existing Crest Level of Sea Facing Coastal Polders by the E...IOSR Journals
The coastal embankment system has been gradually built during the last 40 years. The embankments
were originally designed to increase agricultural production by preventing salt water intrusion not to protect
against cyclonic storms. The alignment of the embankments did not consider the changing conditions in
bathymetry of the sea and thalweg migration of the rivers and therefore many embankments are located under
tidal water level and have severe toe and slope erosion problems during the monsoon season. The crest level
and embankment cross sections have not optimized the protection of hinterland and the embankment itself and
therefore the embankments typically only provide protection for the cyclones with 5-12 year return periods and
the designed crest level of the sea facing coastal polder equal to the sum of normal maximum recorded water
stage plus 1.50m. In this study to estimate the design crest level and side slope for sea facing embankment have
been established based on maximum storm surge level, wave run-up for cyclonic wave, freeboard allowing 5
l/m/s overtopping ,potential climate change impact and land subsidence. Statistical analysis of surge level and
wave run-up is carried out using Extreme Value Analysis (EVA) in MIKE Zero.
Raising, widening & strengthening with protection to scoured bank of Bedpur-K...Satyajit Behera
Embankment failure and riverbank erosion are common problem in Odisha. Almost every year earthen embankments and riverbanks are facing problems like erosion, breaching or retirements. Among many reasons the major causes are considered due to the use of geotechnical unstable materials, improper method of construction, seepage and sliding.
C OMPREHENSIVE S TUDY OF A COUSTIC C HANNEL M ODELS FOR U NDERWATER W I...IJCI JOURNAL
In underwater acoustic communication, shallow water
and deep water are two different mediums which
exhibit many challenges to deal with due to the tim
e varying multipath and Doppler Effect in the forme
r
case and multipath propagation in the latter case.
In this paper, the characteristics of the acoustic
propagation are described in detail and channel mod
els based on the various propagation phenomena in
shallow water channel and deep water channel as wel
l are presented and the transmission losses incurre
d
in each model are thoroughly investigated. Signal t
o noise ratio (SNR) at the receiver is thoroughly
analyzed. Numerical results obtained through analyt
ical simulations carried out in MATLAB bring to lig
ht
the important issues to be considered so as to deve
lop suitable communication protocols for Underwater
Wireless Communication Networks (UWCNs) to provide
effective and reliable communication.
Development of an FHMA-based Underwater Acoustic Communications System for Mu...Waqas Tariq
This paper describes the design of an underwater acoustic communications system for multiple underwater vehicles, based on frequency-hopping multiple-access (FHMA) and tamed spread-spectrum communications. The system makes used of the tamed spread-spectrum method, frequency hopping, 4FSK, and a rake receiver. In order to make the system more practical, the underwater channel and the effect of the number of users on the bit error ratio (BER) are also taken into account. Since the necessary proving experiments are not easily conducted in the ocean, a platform is developed that uses the sound card of a computer, combined with a sound box and microphone, to transduce energy for acoustic communications. Simulated and experimental results indicate that this system could provide reliable underwater communications between multiple underwater vehicles.
While wireless communication technology today has become part of our daily life, the
idea of wireless undersea communications may still seem far-fetched. However, research has
been active for over a decade on designing the methods for wireless information transmission
underwater. Human knowledge and understanding of the world’s oceans, which constitute
the major part of our planet, rests on our ability to collect information from remote undersea
locations.
The major discoveries of the past decades, such as the remains of Titanic, or the hydrothermal
vents at bottom of deep ocean, were made using cabled submersibles. Although such
systems remain indispensable if high-speed communication link is to exists between the
remote end and the surface, it is natural to wonder what one could accomplish without the
burden (and cost) of heavy cables.
Hence the motivation, and interest in wireless underwater communications. Together with
sensor technology and vehicular technology, wireless communications will enable new
applications ranging from environmental monitoring to gathering of oceanographic data,
marine archaeology, and search and rescue missions.
Read| The latest issue of The Challenger is here! We are thrilled to announce that our school paper has qualified for the NATIONAL SCHOOLS PRESS CONFERENCE (NSPC) 2024. Thank you for your unwavering support and trust. Dive into the stories that made us stand out!
The Indian economy is classified into different sectors to simplify the analysis and understanding of economic activities. For Class 10, it's essential to grasp the sectors of the Indian economy, understand their characteristics, and recognize their importance. This guide will provide detailed notes on the Sectors of the Indian Economy Class 10, using specific long-tail keywords to enhance comprehension.
For more information, visit-www.vavaclasses.com
How to Create Map Views in the Odoo 17 ERPCeline George
The map views are useful for providing a geographical representation of data. They allow users to visualize and analyze the data in a more intuitive manner.
How to Make a Field invisible in Odoo 17Celine George
It is possible to hide or invisible some fields in odoo. Commonly using “invisible” attribute in the field definition to invisible the fields. This slide will show how to make a field invisible in odoo 17.
We all have good and bad thoughts from time to time and situation to situation. We are bombarded daily with spiraling thoughts(both negative and positive) creating all-consuming feel , making us difficult to manage with associated suffering. Good thoughts are like our Mob Signal (Positive thought) amidst noise(negative thought) in the atmosphere. Negative thoughts like noise outweigh positive thoughts. These thoughts often create unwanted confusion, trouble, stress and frustration in our mind as well as chaos in our physical world. Negative thoughts are also known as “distorted thinking”.
This is a presentation by Dada Robert in a Your Skill Boost masterclass organised by the Excellence Foundation for South Sudan (EFSS) on Saturday, the 25th and Sunday, the 26th of May 2024.
He discussed the concept of quality improvement, emphasizing its applicability to various aspects of life, including personal, project, and program improvements. He defined quality as doing the right thing at the right time in the right way to achieve the best possible results and discussed the concept of the "gap" between what we know and what we do, and how this gap represents the areas we need to improve. He explained the scientific approach to quality improvement, which involves systematic performance analysis, testing and learning, and implementing change ideas. He also highlighted the importance of client focus and a team approach to quality improvement.
How to Split Bills in the Odoo 17 POS ModuleCeline George
Bills have a main role in point of sale procedure. It will help to track sales, handling payments and giving receipts to customers. Bill splitting also has an important role in POS. For example, If some friends come together for dinner and if they want to divide the bill then it is possible by POS bill splitting. This slide will show how to split bills in odoo 17 POS.
Model Attribute Check Company Auto PropertyCeline George
In Odoo, the multi-company feature allows you to manage multiple companies within a single Odoo database instance. Each company can have its own configurations while still sharing common resources such as products, customers, and suppliers.
Welcome to TechSoup New Member Orientation and Q&A (May 2024).pdfTechSoup
In this webinar you will learn how your organization can access TechSoup's wide variety of product discount and donation programs. From hardware to software, we'll give you a tour of the tools available to help your nonprofit with productivity, collaboration, financial management, donor tracking, security, and more.
Operation “Blue Star” is the only event in the history of Independent India where the state went into war with its own people. Even after about 40 years it is not clear if it was culmination of states anger over people of the region, a political game of power or start of dictatorial chapter in the democratic setup.
The people of Punjab felt alienated from main stream due to denial of their just demands during a long democratic struggle since independence. As it happen all over the word, it led to militant struggle with great loss of lives of military, police and civilian personnel. Killing of Indira Gandhi and massacre of innocent Sikhs in Delhi and other India cities was also associated with this movement.
Ethnobotany and Ethnopharmacology:
Ethnobotany in herbal drug evaluation,
Impact of Ethnobotany in traditional medicine,
New development in herbals,
Bio-prospecting tools for drug discovery,
Role of Ethnopharmacology in drug evaluation,
Reverse Pharmacology.
1. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
WAVESWAVES
Dr. rer nat. Wiwin Windupranata
coastal environmental survey windupranata@2010
2. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
WHY STUDY WAVES ?WHY STUDY WAVES ?
coastal environmental survey windupranata@2010
3. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
ShippingShipping
coastal environmental survey windupranata@2010
4. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Coastal ConstructionsCoastal Constructions
coastal environmental survey windupranata@2010
5. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Offshore ConstructionsOffshore Constructions
coastal environmental survey windupranata@2010
6. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Beach Erosion and SedimentBeach Erosion and Sediment
TransportTransport
coastal environmental survey windupranata@2010
7. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
RecreationsRecreations
coastal environmental survey windupranata@2010
8. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
FUNDAMENTAL PRINCIPLESFUNDAMENTAL PRINCIPLES
coastal environmental survey windupranata@2010
9. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave ParametersWave Parameters
Wave Period = Time it Takes a Wave Crest to Travel one
Wavelength (units of time)
coastal environmental survey windupranata@2010
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)
10. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave SpectrumWave Spectrum
coastal environmental survey windupranata@2010
11. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave ClassificationWave Classification
coastal environmental survey windupranata@2010
12. 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 ClassificationWave 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
coastal environmental survey windupranata@2010
1/3 of the waves present and is a good indicator of potential for
wave damage
13. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Addition of WavesAddition of Waves
coastal environmental survey windupranata@2010
Constructive
Destructive
Mixed
14. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Ideal WavesIdeal Waves
Propagate Energy notPropagate Energy notPropagate Energy notPropagate Energy not
Water MassWater Mass
coastal environmental survey windupranata@2010
15. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave MovementWave Movement
coastal environmental survey windupranata@2010
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
16. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave MovementWave Movement
coastal environmental survey windupranata@2010
Note the importance of the
relationship between
wavelength and depth in
determining wave type.
17. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave RegionsWave Regions
coastal environmental survey windupranata@2010
18. 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
coastal environmental survey windupranata@2010
Intermediate region (L/20 < Depth < L/2)
– Speed is a Function of Wavelength and Depth Only
19. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Speed as a Function ofWave Speed as a Function of
WavelengthWavelength
coastal environmental survey windupranata@2010
20. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave Speed as a Function ofWave Speed as a Function of
Water DepthWater Depth
coastal environmental survey windupranata@2010
21. 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 WaveFactors 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
coastal environmental survey windupranata@2010
Fetch - the uninterrupted distance over which the wind
blows without changing direction
22. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Factors Affecting Wind WaveFactors Affecting Wind Wave
DevelopmentsDevelopments
coastal environmental survey windupranata@2010
23. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wind Wave DevelopmentsWind Wave Developments
coastal environmental survey windupranata@2010
Wind waves are gravity waves formed by the transfer of wind energy
into water. Wind forces convert capillary waves to wind waves.
24. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Lateral Spreading of Wave EnergyLateral Spreading of Wave Energy
from a Storm Sourcefrom a Storm Source
coastal environmental survey windupranata@2010
(95% of Energy Contained Within ±45o of Storm Direction)
25. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
The Importance of FetchThe Importance of Fetch
coastal environmental survey windupranata@2010
26. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
FetchFetch is the area of contact between the wind and the wateris the area of contact between the wind and the water
and is where windand is where wind--generated waves begingenerated waves begin
SeasSeas is the term applied when the fetch has a chaotic jumbleis the term applied when the fetch has a chaotic jumble
Life History of Ocean WavesLife History of Ocean Waves
SeasSeas is the term applied when the fetch has a chaotic jumbleis the term applied when the fetch has a chaotic jumble
of new wavesof new waves
WavesWaves continue to grow until the sea is fully developed orcontinue to grow until the sea is fully developed or
becomes limited bybecomes limited by fetch restrictionfetch restriction oror wind durationwind duration
Wave interferenceWave interference is the momentary interaction betweenis the momentary interaction between
waves as they pass through each other. Wave interference canwaves as they pass through each other. Wave interference can
be constructive or destructivebe constructive or destructive
coastal environmental survey windupranata@2010
be constructive or destructivebe constructive or destructive
Because celerity increases as wave length increases, longerBecause celerity increases as wave length increases, longer
waves travel faster than short waveswaves travel faster than short waves
27. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
WaveWave
InterferenceInterference
coastal environmental survey windupranata@2010
28. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave TransformationsWave Transformations
coastal environmental survey windupranata@2010
29. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
WaveWave
TransformationsTransformations
Wave separation, or dispersion, is a
function of wavelength. Waves with
the longest wavelength move the
coastal environmental survey windupranata@2010
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.
30. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
The shallower the water, the greater the interactionThe shallower the water, the greater the interaction
between the wave and the bottom alters the wavebetween 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 wavebetween 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
coastal environmental survey windupranata@2010
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
31. 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
coastal environmental survey windupranata@2010
32. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Wave steepness (stability) is a ratio of wave heightWave steepness (stability) is a ratio of wave height
divided by wave lengthdivided by wave length
Life History of Ocean WavesLife History of Ocean Waves
divided by wave lengthdivided 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
coastal environmental survey windupranata@2010
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
33. 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
coastal environmental survey windupranata@2010
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
34. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves Approaching ShoreWaves Approaching Shore
coastal environmental survey windupranata@2010
35. 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
coastal environmental survey windupranata@2010
from an obstacle they encounter. Reflected waves
can cause interference with oncoming waves,
creating standing waves
36. 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 wavewater wave
fronts due to change in bottomfronts due to change in bottom
depthdepth
The leading edge of a wave frontThe leading edge of a wave front
enters shallower water and slowsenters shallower water and slows
while the remaining frontwhile the remaining front
coastal environmental survey windupranata@2010
while the remaining frontwhile the remaining front
continues at higher speedcontinues at higher speed
The net result is a rotation ofThe net result is a rotation of
wave fronts toward being parallelwave fronts toward being parallel
with bottom depth contours.with bottom depth contours.
37. 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
coastal environmental survey windupranata@2010
energy on
headlands
Defocusing of
wave energy on
bays
38. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves DiffractionWaves Diffraction
coastal environmental survey windupranata@2010
Propagation of wave around an obstaclePropagation of wave around an obstacle
39. 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,
coastal environmental survey windupranata@2010
Reflected waves can cause interference with oncoming waves,
creating standing waves
40. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Waves ReflectionWaves Reflection
coastal environmental survey windupranata@2010
41. 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 lowStorm surge is the rise in sea level resulting from low
atmospheric pressure associated with storms and theatmospheric pressure associated with storms and the
Storm SurgeStorm Surge
atmospheric pressure associated with storms and theatmospheric 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
coastal environmental survey windupranata@2010
upon a high tide
42. 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 surfaceStanding 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
coastal environmental survey windupranata@2010
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
43. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Standing WavesStanding Waves
coastal environmental survey windupranata@2010
Resonance amplifies the displacement at the nodes and occurs whenResonance amplifies the displacement at the nodes and occurs when
the period of the basin is similar to the period of the forcethe period of the basin is similar to the period of the force
producing the standing waveproducing the standing wave
44. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Standing WavesStanding Waves
coastal environmental survey windupranata@2010
45. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal WavesInternal Waves
coastal environmental survey windupranata@2010
Waves that occur at the boundaries of water layers
with different densities are called internal waves.
46. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal waves form within the water column on theInternal waves form within the water column on the
pycnoclinepycnocline
Internal WavesInternal Waves
pycnoclinepycnocline
Because of the small density difference between the water massesBecause of the small density difference between the water masses
above and below theabove 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 progressiveInternal waves display all the properties of surface progressive
waves including reflection, refraction, interference, breaking, etcwaves including reflection, refraction, interference, breaking, etc
Any disturbance to theAny disturbance to the pycnoclinepycnocline can generate internal waves,can generate internal waves,
coastal environmental survey windupranata@2010
Any disturbance to theAny disturbance to the pycnoclinepycnocline can generate internal waves,can generate internal waves,
including: flow of water related to the tides, flow of water massesincluding: flow of water related to the tides, flow of water masses
past each other, storms, or submarine landslidespast each other, storms, or submarine landslides
47. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal WavesInternal Waves
coastal environmental survey windupranata@2010
Thin Layers of Phytoplankton Oscillating with an Internal Wave
Formed along the Continental Shelf
48. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Internal WavesInternal Waves
coastal environmental survey windupranata@2010
49. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Tsunamis were previously called tidal waves, but areTsunamis 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
coastal environmental survey windupranata@2010
They become a danger when reaching coastal areas where wave
height can reach 10 m
Tsunamis originate from earthquakes, volcanic explosions, or
submarine landslides
50. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
TsunamiTsunami
coastal environmental survey windupranata@2010
51. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Longshore Current andLongshore Current and
Sediment TransportSediment Transport
coastal environmental survey windupranata@2010
52. Hydrographic Science and Engineering Working Group
Faculty of Earth Science and Technology
Institute of Technology, Bandung
Longshore Current andLongshore Current and
Sediment TransportSediment Transport
coastal environmental survey windupranata@2010
Along-Shore Sediment Transport Obstructed by Groins