Twin-Wing Tsunami Barrier

Similar documents
What causes Tides? If tidal forces were based only on mass, the Sun should have a tidegenerating

Tsunami Practice Questions and Answers Revised November 2008

Storm tide is the water level rise during a storm due to the combination of storm surge and the astronomical tide.

Storm tide is the water level rise during a storm due to the combination of storm surge and the astronomical tide.

ebb current, the velocity alternately increasing and decreasing without coming to

Chapter 7 Earthquake Hazards Practice Exam and Study Guide

Rapid Changes in Earth s Surface

Waves disturbances caused by the movement of energy from a source through some medium.

Tides and Water Levels

TIDES. 1. Tides are the regular rise and fall of sea level that occurs either once a day (every 24.8 hours) or twice a day (every 12.4 hours).

Report Tidal Power Generation Systems

v = fλ PROGRESSIVE WAVES 1 Candidates should be able to :

Earth Science Landforms, Weathering, and Erosion Reading Comprehension. Landforms, Weathering, and Erosion

Safe & Sound Bridge Terminology

ABSTRACT INTRODUCTION PURPOSE

Steel construction. Solutions for the renewable energy and offshore sectors. published by energyengineering magazine

Lecture 12 Earthquake Magnitude

Hurricanes and Storm Surge

Thompson/Ocean 420/Winter 2005 Tide Dynamics 1

The Dynamic Crust 2) EVIDENCE FOR CRUSTAL MOVEMENT

SEAPRO has both foam filled flotation boom and inflatable boom systems.

Stress and deformation of offshore piles under structural and wave loading

UCCS ENSC/PES 2500: Renewable Energy Spring 2011 Test 3 name:

London Array. Operations and Maintenance

Report on. Wind Resistance of Signs supported by. Glass Fiber Reinforced Concrete (GFRC) Pillars

DISASTER RESISTANCE EARTHQUAKES AND STRUCTURES

EARTH SCIENCE ACTIVITY #1 Tsunami in a Bottle

Damage Potential of Tropical Cyclone

Glossary. continental crust: the sections of crust, the outermost layer of the earth, that include the continents

Numerical Modeling Earthquake Effects On Sea Outfall Systems : Kadýköy Sea Outfall Case

Chincha and Cañete, Peru, Based

Earthquakes. Earthquakes: Big Ideas. Earthquakes

Chapter Overview. Bathymetry. Measuring Bathymetry. Echo Sounding Record. Measuring Bathymetry. CHAPTER 3 Marine Provinces

Earthquakes: Interesting Facts and F.A.Q.

AP Physics C Fall Final Web Review

Map reading made easy

MONDOATHENS BASKETBALL SET (Reference PK110)

Developing Ocean Energy in Ireland. Belmullet Wave Energy Test Site

STATUS REPORT FOR THE SUBMERGED REEF BALL TM ARTIFICIAL REEF SUBMERGED BREAKWATER BEACH STABILIZATION PROJECT FOR THE GRAND CAYMAN MARRIOTT HOTEL

skirt Appendix A Mechanical Containment and Cleanup Technologies Containment Booms

Physics 2A, Sec B00: Mechanics -- Winter 2011 Instructor: B. Grinstein Final Exam

SEFEC. With Open Coast Defence of Steel and Concrete built Barrier towards Total Energy Transition 2050 by Combining Water-, Wind- and Sun-Power

EARTHQUAKES. Compressional Tensional Slip-strike

COASTAL DAMAGE INSPECTION SOUTHWEST VITI LEVU, FIJI AFTER CYCLONE SINA

SITE INVESTIGATIONS OF THE BEACH EROSION PROBLEM AT MAHO BEACH, ST. MAARTEN

Analysis of the Interstate 10 Twin Bridge s Collapse During Hurricane Katrina

Physical Science Study Guide Unit 7 Wave properties and behaviors, electromagnetic spectrum, Doppler Effect

EL Civics Objective 16 (Emergencies) Level: Beginning Low & Beginning High Task #1: Identify Emergencies & Disasters

ICOLD POSITION PAPER ON DAM SAFETY AND EARTHQUAKES

Magnitude 8.8 OFFSHORE MAULE, CHILE

Overturning Stability of Offshore Wind Power Substructure with Bucket Foundation

THE 2004 SUMATRA EARTHQUAKE AND INDIAN OCEAN TSUNAMI: WHAT HAPPENED AND WHY

Increase Life Cycle and Decrease Cost for Navigation Buoys

4.14 Netherlands. Interactive flood risk map of a part of the province of Gelderland in the Netherlands. Atlas of Flood Maps

The concepts developed in this standard include the following: Oceans cover about 70% of the surface of the Earth.

Planning for sea level rise. Assessing development in areas prone to tidal inundation from sea level rise in the Port Phillip and Westernport Region

Step 2: Learn where the nearest divergent boundaries are located.

Instructor Training Program Levels 1 through 4 Uneven Bars

The correct answers are given below. Some talking points have been added for the teachers use.

TECTONICS ASSESSMENT

JUNIPERO SERRA VOLLEYBALL OFF SEASON TRAINING SCHEDULE

FOURTH GRADE PLATE TECTONICS 1 WEEK LESSON PLANS AND ACTIVITIES

Using LIDAR to monitor beach changes: Goochs Beach, Kennebunk, Maine

DE Frame with C Series Sidelight

Five reasons buildings fail in an earthquake and how to avoid them

Watershed Works Manual

The purposes of this experiment are to test Faraday's Law qualitatively and to test Lenz's Law.

Disaster Risk Reduction through people centered National Multi-hazard Early Warning System in the context of Maldives

Predicting Coastal Hazards: A Southern California Demonstration

Platform Technologies for Offshore Renewable Energy Conversion Diego Vannucci, RINA

After a wave passes through a medium, how does the position of that medium compare to its original position?

GRAVITY BASE FOUNDATIONS

CROSSING THE OSLOFJORD - AN EARLY STRATEGIC ANALYSIS - Technical challenges and consideration of Feasible solutions

Physics 25 Exam 3 November 3, 2009

HV Submarine Cable Systems Design, Testing and Installation

FINAL SECTION OF COASTAL PROTECTION RIVER DODDER PART 8 PROPOSALS London Bridge and New Bridge

6.E.2.2 Plate Tectonics, Earthquakes and Volcanoes

TsunamiReady Program Definitions

Geotechnical Design Monopile Foundations for Offshore Wind Turbines

ANATOMY OF A MUDSLIDE AND DAMAGE CAUSED BY HURRICANE IVAN

PHYS 211 FINAL FALL 2004 Form A

Tennessee State University

The success of the hurricane protection around Chevron s refinery at Pascagoula, MS, during Katrina

Storm Protection. Storm Protection

Primer: Power from Ocean Waves and Tides

Chapter 3 Pre-Installation, Foundations and Piers

Lessons 6 and 7 Foam Bridge Experiment- Forces and Stresses Lab

SIXTH GRADE PLATE TECTONICS 1 WEEK LESSON PLANS AND ACTIVITIES

New Brunswick s Flood Risk Reduction Strategy. Province of New Brunswick PO 6000, Fredericton NB E3B 5H1.

2 Wind Erosion and Deposition

Specifications for Lightning Protection. ASAE Engineering Practice

MCS 020. MCS Planning Standards. For permitted development installations of wind turbines and air source heat pumps on domestic premises

FXA UNIT G484 Module Simple Harmonic Oscillations 11. frequency of the applied = natural frequency of the

Structural Damage Due to Floods

Wave & Tidal Energy. Wave and Tidal Energy. What is Wave energy? What is Tidal Energy?

Natural Disasters & Assessing Hazards and Risk. Natural Hazards and Natural Disasters

Guidelines for Earthquake Bracing of Residential Water Heaters

Siting and settlement: The most important way to protect shelter from floods is to build in a place that is unlikely to be flooded.

Transcription:

Twin-Wing Tsunami Barrier Developed in the Dutch Water Tradition Award with: the Wall Street Journal Technology Innovation Award 2012 the Silver Edison Award 2013 Technical Descrip/on 1

Content 1. 1.1 1.2 1.3 Introduction Objective The ultimate solution Company biography pag. 3 4 4 4 2. What is a tsunami? 2.1 2.2 Negative tsunami wave Positive tsunami wave 3. The Twin-Wing Tsunami Barrier 3.1 3.2 Elimination of the negative tsunami wave Reflection of the positive tsunami wave 7 8 10 4. Coastal protection 10 5. Construction 5.1 5.2 5.3 5.4 5.5 Barrier Walls Foundation Sea bottom conditions Bottom protection Construction cost estimated 11 11 12 13 13 13 6. Patent 13 7. Contact information 5 5 7 14 1. Introduction 2

The devastations caused by tsunamis in densely populated and industrial coastal regions have been widely documented and their effects witnessed by horrific experiences like in Asia in 2004 and more recently in Japan in 2011. On 26th December 2004 a seaquake of the magnitude of 9.3 on the Richter scale, shook the north part of Sumatra in the Indian Ocean at a depth of about 5 km. Distribution of seaquakes off the coast of Sumatra On March 11, 2011 Japan was hit by a tsunami which was triggered by a 9.1 force seaquake at some distance off the coast of Sendai. Distribution of seaquakes off the coast of Japan Objective 3

The increasing incidence and frequency of tsunami events, particularly around the Pacific Rim, triggered an urgent need to respond to the challenge of developing a barrier capable to disrupt and neutralise the overwhelming power of a tsunami wave. The objective was to design an innovative barrier to break down the mass of the wave, to neutralise its energy and prevent it from reaching residential and industrial coastal areas, without disturbing shipping or marine life. The ultimate solution After several years of testing, the Twin-Wing Tsunami Barrier could be given full approval to be constructed in any designated tsunami prone area with a rather flat coastal sea bottom. Initially lying passively on the sea bed, it is instantly activated by the approaching water surge of the tsunami wave and is automatically deployed to offer large scale coastal protection. Operating independently from coastal warning systems, it can be positioned across a bay shape or along a coastal stretch. It should be stressed that in its passive resting position it does not interrupt shipping nor marine life. The Twin-Wing Tsunami Barrier has been designed by Van den Noort Innovations BV in the Netherlands. Research and development took several years whilst extensive testing was undertaken by three groups of students and their professors in a water laboratory at the Zuyd-University in Heerlen, in The Netherlands. Leading professor was ir. Bas Ziekenheiner, master of civil engineering. 1.1 Company Biography Van den Noort Innovations BV is an innovative engineering company with a specialist remit to make water related, 'state of the art' inventions their sole business activity in the field of civil technical systems engineering. All inventions are water related and stem from advanced understanding of the water behaviour under critical conditions, with the focus to ensure efficient, environmentally friendly and cost effective solutions. Over the years Van den Noort developed a unique expertise to bring state of the art engineering inventions to market, in collaboration with strategic partners to represent, promote and/or build their stand alone devices like the much acclaimed and awarded Self Closing Flood Barrier (SCFB), the Oil Recovery Vessel, the Floating Rotating Airport, the Water Turbine and most recently the TwinWingTsunami Barrier (see www.noort-innovations.nl).. 2. What is a Tsunami? 4

A tsunami is a series of rapidly travelling energetic waves generated by sea quakes, volcanic eruptions or massive sub aerial or submarine landslides. In the depths of the ocean, tsunami waves do not dramatically increase in height until they reach the coastline and travel inland getting their energy once more boosted from the diminishing width between the sea level and the uprising sea bottom. The potential energy in the vertical water column on top of the rupture location is then transferred into a horizontal propagation of tsunami waves. Irrespective of their cause, tsunami waves radiate in all directions within minutes. The original tsunami can be described as a direct local wave heading for the nearest coast and a distancial wave that radiates out from the disturbance zone in the deep ocean to travel for thousands of kilometres. The wave magnitude and height of the tsunami at its point of origin is related to the inclination of the fault plane and the degree of vertical displacement of the fault. Depending on the character and magnitude of the oceanic rupture, deep ocean tsunamis travel at a speed of up to 900 km per hour. The local ones slow down to approximately 30 40 km per hour in shallow waters. In deep water the tsunami is hardly noticeable, but once it starts to run up on the rising sea bottom as it approaches shallow water, the waves dramatically build up in height. Local tsunamis usually arrive too quickly for any formal warning system to be effective. The treacherous December 2004 tsunami in the eastern part of the Indian Ocean struck like a giant breaking surf wave with a peak preceded by a trough or valley known as a negative tsunami wave. A positive tsunami wave type, such as occurred in the Central and Western part of the Indian Ocean, rushed in like a strong and fast moving tide current with a rapidly rising sea level. In both cases, part of the tsunami s energy was reflected back into the open sea after its coastal run-up. The tsunami is a comprehensive phenomenon, which is characterised by its sequence in secondary and tertiary waves, and by its intermediate back and forth rolling waves parallel to the shore line. The first tsunami wave may not always be the largest or strongest in sequence and it is often followed by stronger waves with an even greater destructive power. 2.1 Negative tsunami wave This series of illustrations represent the sequence of a negative tsunami wave build up on the rising sea bed. 1. The front of the tsunami wave meets resistance from the rising sea bottom and vigorously slows down in speed 5

2. The retreating water mass is moving at full speed with the effect of pushing the water mass up 3 Pushed by its rear end rolling in onto the shallow coast, the wave rapidly builds up in height approaches the like a wall of water causing massive devastation, particularly to vulnerable costal areas. 4. The wave now builds like a gigantic surf wave from the retreating water mass 5. Once the wave approaches the coast, it rushes in like a wall of water causing massive devastations particularly in vulnerable coastal areas 2.2. Positive tsunami wave The positive tsunami wave is a constantly moving positive volume of water. The positive wave does not build up like a breaker wave. Instead it looks like an upcoming tidal wave and overflows the shore in a continuous stream. At some distance from the shore line, at a depth of some 10 metres, the wave height is only approximately 1,5 metres. 6

A positive wave approaching the coast 3. Twin-Wing Tsunami Barrier The Twin-Wing Tsunami Barrier has been developed in order to disrupt and neutralise a tsunami flood wave, in both its negative and positive occurrence. 1. In its resting position, the barrier wings are positioned horizontally on the sea bed, ready to swing up like a wall from their piled foundations as soon as the coastal waters retreat (negative tsunami) or, from the occurrence of a direct positive tsunami wave hit. 2. On either side of the foundation, the barrier wing through its spoiler is instantly pushed up into a vertical position once a strong upcoming onshore or offshore ground stream starts to emerge. During normal flood and even high tides, the wings always remain in their horizontal positions. Should a negative tsunami wave strike, the barrier wing on the shore side is swung into its 7

vertical position and it closes off the shore water effectively barring the flood wave. 3. In a positive tsunami run, the wave will be reflected back to the ocean by the diffuser on top of the barrier wing. However, when there will be an overflow of flood water surging towards the shore, the speed of its movement will be greatly impaired by the unmoved coastal water mass which has been blocked by the barrier. The wave impact is thereby neutralised by the stalled coastal water body. Through their hinges, the barrier wings can swing back and forth from their horizontal positions into a vertical position, staying in place like a sluice gate and picking up the impact of secondary waves. 8

3.1 Elimination of the negative wave The negative tsunami (1) is characterised by a wave valley. The volume of water is pulled from the coast and joins into the positive tsunami wave (2). Through its additional water volume the positive wave builds up in height. With the negative tsunami wing in vertical position the positive tsunami does not build up by the volume of the negative wave. Now, the positive tsunami will be much lower in height (3). This graph demonstrates the tsunami wave phases. Graphic of the tsunami in the Bay of Nai Harn, Thailand - December 2004 The data illustrated in the above graph shows the situation in the water at a distance of ca. 1,500 metres from the coast line with a water depth of 11.7 m. Without a tsunami barrier the water depth would drop down to 9.0 m during the negative tsunami wave and would rise more than 6.2 m up to 15.2m during the positive wave (see red line). The volume of water in ① is 9,210 m³/m. The volume of water in ② is 13,518 m³/m. In a situation where a Twin-Wing Tsunami Barrier is installed the coastal water would be blocked to ensure little water displacement. The positive wave (green line) would rise up to a maximum of 13.0 m an increase of 1.2 m. The volume ③ of the lower positive wave is 6,771 m³/m (26.5% less than without the barrier). 3.2 Reflection of the positive tsunami wave The lower tsunami wave has much less volume in itself. The speed and length of the wave remain the same. When the positive wave reaches the barrier it will swing up and the water will be reflected back over the top of the Barrier. The same reflection process would occur like an incoming tsunami wave reaches a high cliff face. Conclusion: No matter whether an upcoming negative or positive tsunami wave is striking, the Barrier will automatically block either wave through its upswinging wings to protect they hinterland 9

4. Coastal protection In many places around the world, the most populated areas are situated along the coast squatted with urban villages, towns and cities built around the delta areas of rivers. As the illustration below shows, such areas can be effectively protected through the Twin-Wing Tsunami Barrier spanning the estuary opening. Example of coastal protection. The city of Minamisanrika in Japan has been totally destroyed by the tsunami in January 2011. By spanning the inlet by the Twin-Wing Barrier, this city can be well protected from future tsunamis. Under normal conditions, the city remains in open reach to all marine traffic from the sea. (The red line indicates the recommended Barrier location). 10

5. Construction The Twin-Wing Tsunami Barrier requires a solid foundation to be secured in the ocean floor. This construction occurs in a number of phases (see 5.2 5.4). It is essential that a concrete foundation is fixed to the ocean floor. The barrier wings are constructed from steel. The whole construction should be installed at an optimal depth of 10 metres. It is flexible enough to be constructed on a sandy or even a rather flat rocky bottom. Under normal tidal conditions the barrier built on the sea bed is totally invisible and does not disrupt marine life nor shipping. The Twin-Wing Tsunami Barrier as strong as a cliff face 5.1 The Barrier Wings The Twin-Wing Tsunami Barrier is equipped with two wings which are independently activated depending upon the type of a negative or a positive tsunami wave acting on them. The smaller barrier wing protects against the negative tsunami and is located on the shore side, whilst the larger wing is activated by a positive tsunami wave and is located at the opposite side. In non-critical conditions, the wings remain at rest on rubber buffers attached horizontally across the foundation plate. The wings are hinged to the foundation plate. Both wings are equipped with a spoiler to be pushed up into a vertical position once a tsunami wave approaches. The negative wing swings up once the tsunami pulls the water away from the shore. In this upright position, the barrier acts to prevent the water from flowing out to sea. The positive wing is pushed up once the positive tsunami wave reaches the barrier acting as its diffuser and reflecting the upcoming water back into the ocean. 11

The two barrier wings in vertical position The wings are prefabricated from steel. Their strong construction is entirely capable to withstand the tremendous forces of the oncoming tsunami waves. The wings are reinforced by vertical and horizontal ribs inside the steel casing. The space between the ribs is filled up with foam impervious to water. In order to keep the wings in a horizontal position on the foundation plate, they are both balanced by concrete weights. Once either wing is activated by an incoming tsunami, their swing into an upright position is protected by the support block and rubber buffers anchored to the foundation at their base and, by the addition of strong anchor cables connected by eyes that are mounted on reinforced plates. On top of the positive barrier a diffuser mounted on hinges acts to reflect the tsunami wave back to the ocean 5.2. Foundation The foundation is a pre-fabricated combination of steel-, pile- and caisson made in 24 metre runs of high volume concrete of 30 metres wide, in a height of 2.5 metres. The elements are sunk into the ocean floor to a depth of 1.5 metres. A 2 metres high caisson contains the natural ballast in the middle of the foundation. The foundation elements are set in steel and containing the four steel foundation push and pull piles, at an angle of 75 degrees in the transverse direction. The foundation piles are hollow tubes filled and top finished with concrete. Together with the weight in the caisson, the total weight of the elements, its width and foundation piles ensure the wings to remain in a horizontal position without turning over. 12

5.3 Sea floor conditions The foundation of the Twin-Wing Tsunami Barrier must be laid at a depth of about 10 metres (high water spring tide). In case there is no sand bedding or in case of a rough floor, a sandbank of a minimum thickness of 5 metres is required to obtain an equal level foundation. Examples of sea bottom improvement by sand supply. 5.4 Sea bottom protection It is recommended that a protecting layer of asphalt be used to prevent the erosion of the sand bottom at both the shore and the offshore side of the Barrier. 5.5 Construction cost estimated The estimated cost of construction may vary from location to location depending on the characteristics of the sea bottom and the spanning width of the Barrier; A safe estimated will run between $50,000 and $70,000 per metre. Prior to its construction it is imperative to undertake a research study of its vary sea bed. 6. Patent The Twin-Wing Tsunami Barrier has been patented under PCT nl2012/050251. 13

7. Contact information: Van den Noort Innovations BV Zilverschoon 47 8265HE Kampen, The Netherlands t: +31 (0) 38 4201948 m: +31 (0) 38 6 53193883 e: info@noort-innovations.nl w: www.noort-innovations.nl Registration No: 05048077 Engineering Inventions: focusing men environment...future 14