AD-SDI DATA CONTENT STANDARD

Size: px
Start display at page:

Download "AD-SDI DATA CONTENT STANDARD"

Transcription

1 AD-SDI DATA CONTENT STANDARD COASTLINE DATA Version 1.0 August 2010 Prepared by Abu Dhabi Systems and Information Centre (ADSIC) Abu Dhabi, UAE

2 REVISION HISTORY Revision # Reason Effective Date 1 Original Draft July Incorporate ADM comments and enhanced Content and Data Dictionary August 2010 DISCUSSION HISTORY Discussion # With Date Summary 1 ADM Aug 2, 2010 Added Fig. 3 and section Page 2 of 23

3 Table of Contents 1 Introduction Scope, purpose, and application Scope Purpose Application Terms and definitions Symbols, abbreviated terms, and notations Methodology Tidal Datum Tidal Measurements Tidal and Geodetic Datum Relationships Other Applications of Tidal Data Content Model Coastline Definition Coastline Classification Coastline Boundary Data Dictionary Appendix A: Information on Maritime Zones Appendix B: Opportunity to Create Coastline Data References Page 3 of 23

4 1 Introduction The Emirate of Abu Dhabi has a rather lengthy coastline extending to several hundreds of kilometers (the coastline distances can differ significantly based on the scale of the maps). Commonly, coastline is the line that forms the boundary between the land and the sea. However, a precise line that can be called a coastline cannot be determined due to the dynamic nature of tides. The term coastal area is used instead, which is a spatial zone where interaction of the sea and land processes occurs. Figure 1: Coastline of the Emirate of Abu Dhabi Figure 2: Complex Coastline around Abu Dhabi Mainland Page 4 of 23

5 Coastal areas have economic, cultural, and aesthetic values. They provide critical habitat, store nutrients, and provide buffers to coastal communities from flooding, waves, and longterm changes in sea level. Coastal ecosystems are being lost at alarming rates due to natural and manmade causes, raising restoration as a priority activity. Sound coastal ecosystem management practices, including planning and monitoring restoration projects, coastal engineering and development, and land-use planning, must be framed by a thorough understanding of the relationship between water levels, tidal datums, and geodetic, or landbased, elevations. 2 Scope, purpose, and application 2.1 Scope The Abu Dhabi Emirate coastline is a baseline for administrative boundaries, nautical charts, and commercial and natural resource utilization and management. A proper definition of coastline involves a thorough understanding of the relationship between water levels, tidal datums, and geodetic, or land-based, elevations. Effective use of coastline data requires a highly defined logical data structure that is interoperable, efficient and applicable to a broad base of government and private sector demands. Current practices have led to a highly variable coastline data infrastructure. 2.2 Purpose This FGDS Data Content Standard is intended to present a framework and a methodology to organize the coastline data sets maintained by different entities. It is designed to enhance the coastline framework by providing technical guidance on coastline semantics, data structures and their relationships to the developers and users of coastline data. The coastline data is essential in the determination of the baseline and measurement of maritime zones. United Nations Convention on the Law of the Sea (UNCLOS) set the limit of various maritime areas (See Appendix: Information on Maritime Zones), measured from a carefully defined baseline. In order to make decisions that will remain relevant into the future, an accurate picture of the present scenario of the coast as well as informed projections of future trends are necessary. 2.3 Application Harmonizing the coastline data content will assists in several areas such as: Preparation of nautical charts, coastline maps, and other map publications by stakeholders that show the Emirate coastal boundary. Determination of the baseline, a line that is used as a base for delimiting a coastal state's maritime zones. Providing real-time oceanographic and meteorological information for navigation, emergency management, and hazard mitigation. Monitoring of sea level rise through measurements of local Mean Sea Level. Page 5 of 23

6 Inundation analyses and study of seasonal variations in support of wetland restoration and ecosystem management. Oceanographic assessments and other analyses for a comprehensive understanding of the ocean and coast. Providing geospatial foundation for Marine Spatial Planning Protecting the coastline through appropriate zoning and development guidelines. Legal studies on national, Emirate, and private boundaries along the coast. Accurate determination of sea level that is crucial for the establishment of Nautical Chart Datum and Tide Tables. Ensuring accuracy, relevancy, and currency of nautical charts and tide tables Developing tidal observations and sea level information in support of understanding climate change. Planning and regulatory processes required for utilization of tides, currents and other oceanographic means being harnessed for energy generation. These application areas are highly relevant to coastal surveyors, coastal managers, and everyone working and living along the coasts. Page 6 of 23

7 3 Terms and definitions The following definitions and explanations of terms clarify the subject of the Standard: Baseline Bay Coastline Coastal Boundary Coastal Zone (legal definition for coastal zone management) Cove Exclusive Economic Zone (EEZ) Inlet A baseline is the line from which the seaward limits of a State's territorial sea and certain other maritime zones of jurisdiction are measured. Normally, this is the same as coastline. When the coastline is deeply indented, has fringing islands or is highly unstable, straight baselines may be used. A bay is an area of water mostly surrounded or otherwise demarcated by land. Bays generally have calmer waters than the surrounding sea, due to the surrounding land blocking some waves and often reducing wind. Coastline is the line of mean low water along that portion of the coast that is in direct contact with the open sea. It is the fringe of land at the edge of the sea. See shoreline. The mean high water line (MHWL) or mean higher high water line (MHHWL) when tidal lines are used as the coastal boundary. Also, lines used as boundaries inland of and measured from (or points thereon) the MHWL or MHHWL. See marine boundary. The term coastal zone means the coastal waters (including the lands therein and there under) and the adjacent shore-lands (including the waters therein and there under), strongly influenced by each and in proximity to the shorelines of the several coastal states, and includes islands, transitional and intertidal areas, salt marshes, wetlands, and beaches. The zone extends to the international boundary in areas seaward to the outer limit of the territorial sea. The zone extends inland from the shorelines only to the extent necessary to control shore-lands, the uses of which have a direct and significant impact on the coastal waters. Excluded from the coastal zone are lands the use of which is by law subject solely to the discretion of the Government. A cove is a small type of bay or coastal inlet. They usually have narrow, restricted entrances, are often circular or oval, and are often inside a larger bay. Small, narrow, sheltered bays, inlets, creeks, or recesses in a coast are often considered coves. Colloquially, the term is used to describe a sheltered bay. An EEZ is a sea zone over which a state has special rights over the exploration and use of marine resources, under the law of the sea. It stretches from the edge of the state's territorial sea out to 200 nautical miles (370 km) from its coast. In casual use, the term may include the territorial sea and even the continental shelf beyond the 200 mile limit. See Appendix: Information on Maritime Zones for more details. An inlet is a narrow body of water between islands or leading inland from a larger body of water, often leading to an enclosed body of water, such as a sound, bay, lagoon or marsh. In sea coasts an inlet usually refers to the actual connection between a bay and the ocean and is often called an "entrance" or a recession in the shore of a sea, lake or river. Page 7 of 23

8 Isthmus Marine Boundary mean low water line (MLWL) mean water level (MWL) mean diurnal tide level (MDTL) mean high water line (MHWL) mean higher high water line (MHHWL) mean lower low water line (MLLWL) mean water level line (MWLL) Peninsula Shore Shoreline (Coastline) Tide Gauge Tide Station An isthmus is a narrow strip of land connecting two larger land areas usually with water-forms on either side. For example, the Isthmus of Suez in Egypt connects Africa and Asia. Canals are often built on isthmuses to create a shortcut for marine transportation. The Suez Canal, connecting the Mediterranean Sea and the Red Sea allows water transportation between Europe and Asia without navigating around Africa. The mean lower low water line (MLLWL) when used as a boundary. Also, lines used as boundaries seaward of and measured from (or points thereon) the MLLWL. See coastal boundary. The line on a chart or map which represents the intersection of the land with the water surface at the elevation of mean low water. A datum. The mean surface elevation as determined by averaging the heights of the water at equal intervals of time, usually hourly. Mean water level is used in areas of little or no range in tide. A tidal datum. The arithmetic mean of mean higher high water and mean lower low water. The line on a chart or map which represents the intersection of the land with the water surface at the elevation of mean high water. See shoreline. The line on a chart or map which represents the intersection of the land with the water surface at the elevation of mean higher high water. The line on a chart or map which represents the intersection of the land with the water surface at the elevation of mean lower low water. The line on a chart or map which represents the intersection of the land with the water surface at the elevation of mean water level. A peninsula is a piece of land that is surrounded by water but connected to mainland via an isthmus. It is a piece of land projecting into water from a larger land mass. The term shore refers to parts of the land which adjoin any large body of water, including sea and lakes. Therefore a shoreline may include the line along the lakes also. The intersection of the land with the water surface. The shoreline shown on charts represents the line of contact between the land and a selected water elevation. In areas affected by tidal fluctuations, this line of contact is the mean high water line. In confined coastal waters of diminished tidal influence, the mean water level line may be used. See coastline. An instrument for measuring the rise and fall of the tide (water level). The geographic location at which tidal observations are conducted. Also, the facilities used to make tidal observations. These may include a tide house, tide (water level) gauge, tide staff, and tidal bench marks. See primary control tide station, secondary control tide station, tertiary tide station, and subordinate tide Page 8 of 23

9 station. Tide Tables Vertical Datum using Tidal Data Tables which give daily predictions of the times and heights of high and low waters. These predictions are usually supplemented by tidal differences and constants through which predictions can be obtained for numerous other locations. This is vertical datum or water level from which all heights and depths are measured and used to produce a seamless surface by linking depths and elevations data in a common datum. This enables a user to integrate bathymetric and topographic coastal data from different sources having different reference datum. Page 9 of 23

10 4 Symbols, abbreviated terms, and notations The following symbols, abbreviations, and notations are applicable to this document. Symbols, abbreviations, and notations applicable to multiple parts are listed in the Base Document. ADM Abu Dhabi Municipality AD-SDI Abu Dhabi Spatial Data Infrastructure DEM Digital Elevation Model DOT Department of Transport, Abu Dhabi EAD Environment Agency Abu Dhabi FGDS Fundamental Geographic Data Set GRS Network GPS Reference Station Network of the Emirate of Abu Dhabi LIDAR MSD SRS UPC LIght Detection And Ranging Military Survey Department, Abu Dhbai AD-SDI Spatial Reference System Standard Urban Planning Council Page 10 of 23

11 5 Methodology The delineation of land and sea interface is carried out using tidal datum. The intersection of the elevation of a tidal datum with the sloping seashore forms a line used as a horizontal boundary. In turn, this line is also a reference from which horizontal measurements are made for the construction of additional coastal and marine boundaries. Tidal datums are also the basis for establishing privately owned land, government owned land, territorial sea, exclusive economic zone, and high seas boundaries. This is illustrated in the diagram below. Figure 3: Tidal Datum and Delineation of Maritime Zones Page 11 of 23

12 5.1 Tidal Datum For marine applications, a vertical datum is used as a reference from which to reckon heights or depths. It is called a tidal datum when defined in terms of a certain phase of the tide. Tidal datums are local datum and should not be extended into areas which have differing hydrographic characteristics with substantiating measurements. In order that they may be recovered when needed, such datums are referenced to fixed points known as bench marks. A tidal bench mark is one near a tide station to which the tide staff and tidal datums are referred. A primary bench mark is the principal mark of a group of tidal bench marks to which the tide staff and tidal datums are referred. Figure 4: Tidal Datum Tidal Datum is a reference elevation of the sea surface from which vertical measurements are made, such as depths of the ocean and heights of the land. The diagram above illustrates the various tidal datums, and the table below provides their definitions. Page 12 of 23

13 Table 1: Definitions of Tidal Datums Tidal Datum DHQ Mean Diurnal High Water Inequality DLQ Mean Diurnal Low Water Inequality DTL Diurnal Tide Level GT Great Diurnal Range HWI Greenwich High Water Interval LWI Greenwich Low Water Interval MHHW* Mean Higher High Water MHW Mean High Water MLLW* Mean Lower Low Water MLW Mean Low Water MN Mean Range of Tide MSL Mean Sea Level MTL Definition The difference in height of the two high waters of each tidal day for a mixed or semidiurnal tide. The difference in height of the two low waters of each tidal day for a mixed or semidiurnal tide. The arithmetic mean of mean higher high water and mean lower low water. The difference in height between mean higher high water and mean lower low water. The average interval (in hours) between the moon s transit over the Greenwich meridian and the following high water at a location. The average interval (in hours) between the moon s transit over the Greenwich meridian and the following low water at a location. The average of the higher high water height of each tidal day observed over the National Tidal Datum Epoch. For stations with shorter series, comparison of simultaneous observations with a control tide station is made in order to derive the equivalent datum of the National Tidal Datum Epoch. The average of all the high water heights observed over the National Tidal Datum Epoch. For stations with shorter series, comparison of simultaneous observations with a control tide station is made in order to derive the equivalent datum of the National Tidal Datum Epoch. The average of the lower low water height of each tidal day observed over the National Tidal Datum Epoch. For stations with shorter series, comparison of simultaneous observations with a control tide station is made in order to derive the equivalent datum of the National Tidal Datum Epoch. The average of all the low water heights observed over the National Tidal Datum Epoch. For stations with shorter series, comparison of simultaneous observations with a control tide station is made in order to derive the equivalent datum of the National Tidal Datum Epoch. The difference in height between mean high water and mean low water. The arithmetic mean of hourly heights observed over the National Tidal Datum Epoch. Shorter series are specified in the name; e.g. monthly mean sea level and yearly mean sea level. The arithmetic mean of mean high water and mean low water. Page 13 of 23

14 Mean Tide Level National Tidal Datum Epoch Station Datum Vertical Datum using Tidal Data The specific 19-year period over which tide observations are taken and reduced to obtain mean values (e.g., mean lower low water, etc.) for tidal datums. A fixed base elevation at a tide station to which all water level measurements are referred. The datum is unique to each station and is established at a lower elevation than the water is ever expected to reach. It is referenced to the primary bench mark at the station and is held constant regardless of changes to the water level gauge or tide staff. The datum of tabulation is most often at the zero of the first tide staff installed. This is vertical datum or water level from which all heights and depths are measured and used to produce a seamless surface by linking depths and elevations data in a common datum. This enables a user to integrate bathymetric and topographic coastal data from different sources having different reference datum. *Some locations have diurnal tides one high tide and one low tide per day. At most locations, there are semidiurnal tides the tide cycles through a high and low twice each day, with one of the two high tides being higher than the other and one of the two low tides being lower than the other Tidal Measurements Tidal datums are legal entities. Because of variations in gravity, semi-stationary meteorological conditions, semi-permanent ocean currents, changes in tidal characteristics, ocean density differences, and so forth, the sea surface (at any datum elevation) does not conform to a mathematically defined spheroid. Since the sea surface moves up and down from infinitely small amounts to hundreds of meters over periods of less than a second to millions of years, it is necessary to stop the vertical motion in order to have a practical reference. This reference elevation is obtained by averaging the observations of tides over a period of 19 years. Recorded hourly heights are averaged to determine the mean of the higher (or only) high tide of each tidal day (24.84 h), all the high tides, all the hourly heights, all the low tides, and the lower (or only) low tide. The length of the averaging segment is a specific 19 year, which averages all the tidal cycles through the regression of the Moon s nodes and the metonic cycle. (The metonic cycle is a time period of period of 235 lunar months, or about 19 years in the Julian calendar, at the end of which the phases of the moon recur in the same order and on the same days as in the preceding cycle.) In the United States the National Tidal Datum Epoch (NTDE) is a period of 19 years, from 1983 through 2001, adopted by the National Ocean Service as the period over which observations of tides are taken and reduced to average values for tidal datums. Page 14 of 23

15 5.1.2 Tidal and Geodetic Datum Relationships Geodetic datum relationships to tidal datums are established at tide stations by connecting tidal bench mark networks to the Spatial Reference System (SRS). The survey procedure using GRS Network may be used to make this connection. It is advised to make the connections to more than one bench mark, preferably to three marks, in order to confirm the connection and identify unstable bench marks. The elevation relationship between geodetic datums and tidal datums should not be extrapolated away from a particular location without correction or interpolation as the relationships vary with parameters such as variations in range of tide, bathymetry, topography, geoid variations, and vertical land movement Other Applications of Tidal Data Apart from coastline determination, tidal data has several important applications: Produce seamless surface for storm surge, inundation mapping, monitoring coastline erosion, coast planning, and coastal development management Provide a frame work to integrate and make available variety of geological and oceanographic distributed data sets of sediment type, boundary information, bottom feature, and habitat data Tidal modeling for water movement toward the coast Production of co-tidal chart Page 15 of 23

16 6 Content Model 6.1 Coastline Definition Though there are many legal and non-legal definitions for coastline, three coastline definitions as provided below. Definition 1 The intersection of the land with the water surface. The coastline shown on charts represents the line of contact between the land and a selected water elevation. In areas affected by tidal fluctuations, this line of contact is the mean high water line. In confined coastal waters of diminished tidal influence, the man water level line is used. Definition 2- The line of contact between the land and sea. On Coast and Geodetic Survey nautical charts and surveys the coastline approximates the mean high water line. Definition 3- General term including tidelands and navigable sea shores below the ordinary high water mark. The coastline geospatial data developer is encouraged to document any new definitions used for coastline data. 6.2 Coastline Classification Coastline type refers to the physical character of the upper intertidal zone or foreshore. This is the area where oil becomes stranded and where cleanup activities take place. The basic parameter that defines the coastline type is the substrate present in the inter-tidal zone primarily the presence or absence and size of sediments. This will affect the behavior, fate and persistence of stranded oil, and the types of cleanup methods that are appropriate. Standard classification of coastline type is very important for purposes of sensitivity mapping, contingency planning, developing spill response strategies and real time documentation of oiling conditions. Many beaches are actually assortments of different sediments, though they are categorized according to the primary substrate. Coastline classification schemes are numerous and a variety of classifications can be used. The following coastline type classification scheme shall be used: Sandy Beaches Sand-Gravel Beaches Rocky Beaches Man-Made Solid Structures Mud Tidal Flats Sand Tidal Flats Salt Marshes Page 16 of 23

17 Coral coastlines Mangrove coastlines Unclassified The coastline geospatial data developer is encouraged to thoroughly document any changes made in the above classification scheme. 6.3 Coastline Boundary The coastline boundary and its status from a legal or court perspective are recorded using Coastline Reference and Coastline Legal Status data elements. The domain values applicable to these two items are presented in the next section on Data Dictionary. The definitions for the domain values of Coastline Reference are provided in Appendix A: Information on Maritime Zones. Page 17 of 23

18 7 Data Dictionary This section defines attributes or elements that are common for coastline data development. A Coastline is the linear feature that represents the geometric coastline. Table 2: Recommended Attributes for Coastline Name Suggested Domain Values Definition Vertical_Datum Horizontal_Datum Date Time Tidal, Orthometric, Ellipsoidal One of the three classes of vertical datum: Tidal datum affected by the tidal epoch Orthometric datum tied to Ras Ghumays Ellipsoidal datum based on WGS84 Horizontal datum as per the AD-SDI Spatial Reference System Standard The calendar date entry of the original coastline data capture. The time of day of the original coastline data capture. H_Accuracy Horizontal positional accuracy value of measurement. V_Accuracy Vertical positional accuracy value of measurement. Distance Type Ground, Sea Level (geodetic), Grid Distance Describes the reference surface for the distance. Distance Reliability Describes the overall precision and accuracy (uncertainty) of the distance measurement components of Coastline. Source_Type Coastline Measurement Method Coastline_Definition Aerial Photography, LIDAR, Field Survey, User Defined From record document, digitized, computed, adjusted, field observation Definition 1, Definition 2, Definition 3, User Defined Information regarding the source or sources in creating the coastline data. Describes the process or procedure used to determine the coastline measurement information. The definition used for coastline data. Refer Section 6.1 Page 18 of 23

19 Coastline Type Coastline Reference Coastline Legal Status Coastline Comment Sandy Beaches, Sand-Gravel Beaches, Rocky Beaches, Man-Made Solid Structures, Mud Tidal Flats, Sand Tidal Flats, Salt Marshes, Coral coastlines, Mangrove coastlines, Unclassified Baseline, Territorial State, Contiguous Zone, Exclusive Economic Zone, Continental Shelf Limit Ambulatory, Tidal, Disputed, Adjudicated, Connecting Line, Computed, Duplicate, Archived Coastline Type refers to the physical character of the upper intertidal zone or foreshore. See Appendix A: Information on Maritime Zones for definitions. Identifies the coastline s status from a legal or court perspective. Additional information about the coastline that may be in the public record, but does conform to listed attributes for coastline. Page 19 of 23

20 Appendix A: Information on Maritime Zones United Nations Convention on the Law of the Sea (UNCLOS) set the limit of various areas, measured from a carefully defined baseline. A baseline is the line from which the seaward limits of a State's territorial sea and certain other maritime zones of jurisdiction are measured. Normally, a sea baseline follows the lowwater line (lowest astronomical tide) of a coastal State. When the coastline is deeply indented, has fringing islands or is highly unstable, straight baselines may be used. The various areas (shown in the figure) are as follows (1 nautical mile = kilometers): Figure 5: Schematic map of maritime zones Figure 6: Sea areas in international rights Page 20 of 23

21 Internal waters: Covers all water and waterways on the landward side of the baseline. The coastal state is free to set laws, regulate use, and use any resource. Foreign vessels have no right of passage within internal waters. Territorial waters: Out to 12 nautical miles from the baseline, the coastal state is free to set laws, regulate use, and use any resource. Contiguous zone: Beyond the 12 nautical mile limit there was a further 12 nautical miles or 24 nautical miles from the territorial sea baselines limit, the contiguous zone, in which a state could continue to enforce laws in four specific areas: pollution, taxation, customs, and immigration. Exclusive Economic Zone (EEZ): Extends from the edge of the territorial sea out to 200 nautical miles from the baseline. Within this area, the coastal nation has sole exploitation rights over all natural resources. Continental shelf: The continental shelf is defined as the natural prolongation of the land territory to the continental margin s outer edge, or 200 nautical miles from the coastal state s baseline, whichever is greater. Aside from its provisions defining ocean boundaries, the United Nations Convention establishes general obligations for safeguarding the marine environment and protecting freedom of scientific research on the high seas, and also creates an innovative legal regime for controlling mineral resource exploitation in deep seabed areas beyond national jurisdiction, through an International Seabed Authority and the Common heritage of mankind principle. Page 21 of 23

22 Appendix B: Opportunity to Create Coastline Data It is necessary to develop high-resolution topography and bathymetry data and produce accurate tidal models for the entire coastal region. The merged topography and bathymetry data can be used to create high-accuracy DEM data. Sea level can be raised or lowered to intersect DEM at any stage of the tide, thereby eliminating the task of manually delineating the coastline. Enhancing coastline data content and interoperability is technically feasible and timely in view of the several hydrographic, hydrologic and other related data acquisition projects and developments. The factors favorable for the determination of coastline data for the Emirate of Abu Dhabi include: Abu Dhabi Municipality s new base mapping project that is currently going on Improvements in 3D positioning using advanced GPS receivers and the GRS Network of Abu Dhabi Availability with Bayanat of one of the most advanced LIDAR instruments for acquiring coastal topography and bathymetry data Ongoing hydrographic data acquisition project by MSD mainly for preparing the nautical charts of UAE as well as to cater to the hydrographic data requirements of EAD, UPC, ADM, and other stakeholders DOT s requirements to map coastline on nautical charts intended to support safe marine navigation Abu Dhabi Municipality s requirement for Airborne LIDAR Bathymetry Survey for Abu Dhabi Coastline to develop an inundation model Abu Dhabi Municipality s requirement for establishing Coastal Hydrometeorological Stations MSD/Bayanat s plan for establishing a unified vertical datum across land and sea Increasing demand for coastal geospatial data by the AD-SDI community for use in various applications Page 22 of 23

23 References 1. National Shoreline Data Content Standard, Final Draft, FGDC Marine and Coastal Spatial Data Subcommittee, May United Nations Convention on the Law of the Sea (UNCLOS) - Part II: Territorial Sea and Contiguous Zone, 4. Standard Shoreline Types 5. Classification of Coastlines 6. Decision Support System for Marine Shoreline Assessment Page 23 of 23

1 st Tidal and Water Level Working Group Meeting DHN, Niteroi, Brazil 31/03/09 02/04/09 Vertical Offshore Reference Framework (VORF) Chris Jones

1 st Tidal and Water Level Working Group Meeting DHN, Niteroi, Brazil 31/03/09 02/04/09 Vertical Offshore Reference Framework (VORF) Chris Jones 1 st Tidal and Water Level Working Group Meeting DHN, Niteroi, Brazil 31/03/09 02/04/09 Vertical Offshore Reference Framework (VORF) Chris Jones United Kingdom Hydrographic Office Presentation Structure

More information

THE CHALLENGES OF A LARGE-AREA BATHYMETRIC SURVEY

THE CHALLENGES OF A LARGE-AREA BATHYMETRIC SURVEY THE CHALLENGES OF A LARGE-AREA BATHYMETRIC SURVEY Agenda: - Introduction - Tender - Project Planning - Survey - Processing - Delivery - Conclusion 2 Introduction We know less of the oceans at our feet,

More information

Geospatial Positioning Accuracy Standards Part 5: Standards for Nautical Charting Hydrographic Surveys - Public Review Draft

Geospatial Positioning Accuracy Standards Part 5: Standards for Nautical Charting Hydrographic Surveys - Public Review Draft Appendix B FGDC Hydrographic Accuracy Standard Geospatial Positioning Accuracy Standards Part 5: Standards for Nautical Charting Hydrographic Surveys - Public Review Draft Subcommittee on Marine and Coastal

More information

CHAPTER 8 ASSESSMENT OF COASTAL VULNERABILITY INDEX

CHAPTER 8 ASSESSMENT OF COASTAL VULNERABILITY INDEX 124 CHAPTER 8 ASSESSMENT OF COASTAL VULNERABILITY INDEX 8.1 INTRODUCTION In order to assess the vulnerability of the shoreline considered under this study against the changing environmental conditions,

More information

Hydrographic Surveying:

Hydrographic Surveying: Hydrographic Surveying: Specifications & Standards IHO USACE NOAA Captain Bob Pawlowski, NOAA (Ret), MNI History of Hydrography 13 th century first known chart Does not include Asia China and Japan 15

More information

David Wolcott Lijuan Huang Stephen Gill. Center for Operational Oceanographic Products and Services National Ocean Service/ NOAA Silver Spring, MD

David Wolcott Lijuan Huang Stephen Gill. Center for Operational Oceanographic Products and Services National Ocean Service/ NOAA Silver Spring, MD Establishing Tide Control in an Area with Insufficient Observational Water Level Data: A Case Study of the Kuskokwim River, AK David Wolcott Lijuan Huang Stephen Gill Center for Operational Oceanographic

More information

Chapter 11 Tides. A tidal bore is formed when a tide arrives to an enclosed river mouth. This is a forced wave that breaks.

Chapter 11 Tides. A tidal bore is formed when a tide arrives to an enclosed river mouth. This is a forced wave that breaks. Chapter 11 Tides A tidal bore is formed when a tide arrives to an enclosed river mouth. This is a forced wave that breaks. Tidal range can be very large Tide - rhythmic oscillation of the ocean surface

More information

Coastal Inundation. An Overview for TCDC

Coastal Inundation. An Overview for TCDC Coastal Inundation An Overview for TCDC Rick Liefting Team Leader Regional Hazards and Environmental Compliance Integrated Catchment Management Waikato Regional Council Photo: Sugar Loaf Wharf, Coromandel.

More information

K V Thomas Centre for Earth Science Studies, Thiruvananthapuram , India

K V Thomas Centre for Earth Science Studies, Thiruvananthapuram , India Setback lines for Coastal Regulation Zone Different approaches and implications K V Thomas Centre for Earth Science Studies, Thiruvananthapuram - 695031, India Email: thomas.cess@gmail.com 1.0 Introduction

More information

GNSS Technology for the Determination of Real-Time Tidal Information

GNSS Technology for the Determination of Real-Time Tidal Information GNSS Technology for the Determination of Real-Time Tidal Information Benjamin Kidder C-Nav Positioning Solutions European region Outline of Topics Covered Introduction to Tides Past and Present Methods

More information

New Jersey Coastal Zone Overview. The New Jersey Beach Profile Network (NJBPN) 3 Dimensional Assessments. Quantifying Shoreline Migration

New Jersey Coastal Zone Overview. The New Jersey Beach Profile Network (NJBPN) 3 Dimensional Assessments. Quantifying Shoreline Migration New Jersey Coastal Zone Overview The New Jersey Beach Profile Network (NJBPN) Objectives Profile Locations Data Collection Analyzing NJBPN Data Examples 3 Dimensional Assessments Methodology Examples Quantifying

More information

E4014 Construction Surveying. Hydrographic Surveys

E4014 Construction Surveying. Hydrographic Surveys E4014 Construction Surveying Hydrographic Surveys Charts And Maps Hydrographic Chart an information medium and a tool for maritime traffic for the safety and ease of navigation contains information on

More information

Shorelines Earth - Chapter 20 Stan Hatfield Southwestern Illinois College

Shorelines Earth - Chapter 20 Stan Hatfield Southwestern Illinois College Shorelines Earth - Chapter 20 Stan Hatfield Southwestern Illinois College The Shoreline A Dynamic Interface The shoreline is a dynamic interface (common boundary) among air, land, and the ocean. The shoreline

More information

Real Time Surveying GPS and HYDRO Software for Tide and Swell Compensation

Real Time Surveying GPS and HYDRO Software for Tide and Swell Compensation Real Time Surveying GPS and HYDRO Software for Tide and Swell Compensation by Mr Michael Walker, B.Surv. (Otago) HYDRO Division Trimble Navigation New Zealand Ltd. Abstract This paper focuses on the use

More information

TIDES. Theory and Application

TIDES. Theory and Application TIDES Theory and Application Tidal Concepts Tides are extremely swift, very long-wavelength, shallow-water waves Tides are periodic short-term changes in sea level at a particular place caused by the gravitational

More information

Lecture Outlines PowerPoint. Chapter 15 Earth Science, 12e Tarbuck/Lutgens

Lecture Outlines PowerPoint. Chapter 15 Earth Science, 12e Tarbuck/Lutgens Lecture Outlines PowerPoint Chapter 15 Earth Science, 12e Tarbuck/Lutgens 2009 Pearson Prentice Hall This work is protected by United States copyright laws and is provided solely for the use of instructors

More information

APPENDIX D-2. Sea Level Rise Technical Memo

APPENDIX D-2. Sea Level Rise Technical Memo APPENDIX D-2 Sea Level Rise Technical Memo 2185 N. California Blvd., Suite 500 Walnut Creek, CA 94596 (925) 944-5411 Fax: (925) 944-4732 www.moffattnichol.com DRAFT MEMORANDUM To: From: Neil Nichols,

More information

HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING

HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING Rev. 18 Feb 2015 1 SBEACH Modeling 1.0 Introduction Following the methodology

More information

Theory and Application Introductory Oceanography Ray Rector: Instructor

Theory and Application Introductory Oceanography Ray Rector: Instructor OCEAN TIDES Theory and Application Introductory Oceanography Ray Rector: Instructor Tidal Concepts Tides are extremely swift, very long-wavelength, shallow-water waves Tides are periodic short-term changes

More information

page - Laboratory Exercise #5 Shoreline Processes

page - Laboratory Exercise #5 Shoreline Processes page - Laboratory Exercise #5 Shoreline Processes Section A Shoreline Processes: Overview of Waves The ocean s surface is influenced by three types of motion (waves, tides and surface currents). Shorelines

More information

Preliminary Wake Wash Impact Analysis Redwood City Ferry Terminal, Redwood City, CA

Preliminary Wake Wash Impact Analysis Redwood City Ferry Terminal, Redwood City, CA Technical Memorandum Preliminary Wake Wash Impact Analysis Redwood City Ferry Terminal, Redwood City, CA 1. Introduction The following preliminary wake wash impact analysis was initiated by the Port of

More information

THE WAVE CLIMATE IN THE BELGIAN COASTAL ZONE

THE WAVE CLIMATE IN THE BELGIAN COASTAL ZONE THE WAVE CLIMATE IN THE BELGIAN COASTAL ZONE Toon Verwaest, Flanders Hydraulics Research, toon.verwaest@mow.vlaanderen.be Sarah Doorme, IMDC, sarah.doorme@imdc.be Kristof Verelst, Flanders Hydraulics Research,

More information

U.S. Army Engineer Institute for Water Resources

U.S. Army Engineer Institute for Water Resources Sea Level Change Curve Calculator (2014.88) (DRAFT) U.S. Army Engineer Institute for Water Resources Table of Contents 1. INTRODUCTION... 2 1.1 BACKGROUND... 2 1.1.1 INFORMATION QUALITY ACT... 2 1.2 OVERVIEW...

More information

Reading Material. Inshore oceanography, Anikouchine and Sternberg The World Ocean, Prentice-Hall

Reading Material. Inshore oceanography, Anikouchine and Sternberg The World Ocean, Prentice-Hall Reading Material Inshore oceanography, Anikouchine and Sternberg The World Ocean, Prentice-Hall BEACH PROCESSES AND COASTAL ENVIRONMENTS COASTAL FEATURES Cross section Map view Terminology for Coastal

More information

MESSOLOGI LAGOON AREA (GREECE)

MESSOLOGI LAGOON AREA (GREECE) MESSOLOGI LAGOON AREA (GREECE) 20 Contact: Kyriakos SPYROPOULOS TRITON Consulting Engineers 90 Pratinou Str. 11634 Athens (GREECE) Tel: +32 10 729 57 61 Fax: +32 10 724 33 58 e-mail: kspyropoulos@tritonsa.gr

More information

Taranaki Tsunami Inundation Analysis. Prepared for Taranaki Civil Defence Emergency Management Group. Final Version

Taranaki Tsunami Inundation Analysis. Prepared for Taranaki Civil Defence Emergency Management Group. Final Version Taranaki Tsunami Inundation Analysis Prepared for Taranaki Civil Defence Emergency Management Group Final Version June 2012 AM 12/07 HBRC Plan Number 4362 Asset Management Group Technical Report Prepared

More information

UPPER BEACH REPLENISHMENT PROJECT RELATED

UPPER BEACH REPLENISHMENT PROJECT RELATED ASSESSMENT OF SAND VOLUME LOSS at the TOWNSHIP of UPPER BEACH REPLENISHMENT PROJECT RELATED to the LANDFALL OF HURRICANE SANDY - PURSUANT TO NJ-DR 4086 This assessment is in response to Hurricane Sandy

More information

Paper for Consideration by HSSC8 Development of an Additional Bathymetry Layer standard based on S-57/S-52

Paper for Consideration by HSSC8 Development of an Additional Bathymetry Layer standard based on S-57/S-52 Paper for Consideration by HSSC8 Development of an Additional Bathymetry Layer standard based on S-57/S-52 Submitted by: CIRM, Germany, USA (NOAA) Executive Summary: Proposal for the standardization of

More information

APPENDIX C. Fluvial and Tidal Hydraulics Report

APPENDIX C. Fluvial and Tidal Hydraulics Report APPENDIX C Fluvial and Tidal Hydraulics Report BUENA VISTA LAGOON ENHANCEMENT PROJECT FLUVIAL AND TIDAL HYDRAULICS ANALYSES Prepared for: SANDAG 401 B Street, Suite 800 San Diego, California 92101 Contact:

More information

Marine Renewables Industry Association. Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling

Marine Renewables Industry Association. Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling Marine Renewables Industry Association Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling October 2009 Table of Contents 1. Introduction... 1 2. Measurements

More information

Inlet Management Study for Pass-A-Grille and Bunces Pass, Pinellas County, Florida

Inlet Management Study for Pass-A-Grille and Bunces Pass, Pinellas County, Florida Inlet Management Study for Pass-A-Grille and Bunces Pass, Pinellas County, Florida Final Report Submitted By Ping Wang, Ph.D., Jun Cheng Ph.D., Zachary Westfall, and Mathieu Vallee Coastal Research Laboratory

More information

Boothbay Harbor Rotary Club May 12, 2016

Boothbay Harbor Rotary Club May 12, 2016 Mapping Potential Sea Level Rise and Storm Surge in Boothbay Harbor, ME Boothbay Harbor Rotary Club May 12, 2016 Peter A. Slovinsky, Marine Geologist Maine Geological Survey S.M. Dickson, MGS Quickly,

More information

Bathymetry Data Collection for Subaqueous Soil Mapping. Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010

Bathymetry Data Collection for Subaqueous Soil Mapping. Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010 Bathymetry Data Collection for Subaqueous Soil Mapping Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010 Overview of Method Collect tide data Collect bathymetry data

More information

Tidal regime along Vietnam coast under impacts of sea level rise

Tidal regime along Vietnam coast under impacts of sea level rise VNU Journal of Science, Earth Sciences 28 (2012) 133-139 Tidal regime along Vietnam coast under impacts of sea level rise Tran Thuc, Duong Hong Son* Vietnam Institute of Meteorology, Hydrology and Environment

More information

WATERWAYS AND HARBORS DIVISION Proceedings of the American Society of Civil Engineers. EQUILIBRIUM FLOW AREAS OF INLETS ON SANDY COASTS a

WATERWAYS AND HARBORS DIVISION Proceedings of the American Society of Civil Engineers. EQUILIBRIUM FLOW AREAS OF INLETS ON SANDY COASTS a 6405 February, 1969 WWl J oumal of the WATERWAYS AND HARBORS DIVISION Proceedings of the American Society of Civil Engineers EQUILIBRIUM FLOW AREAS OF INLETS ON SANDY COASTS a By Morrough P. O'Brien,!

More information

PUBLIC EXHIBITION OF COASTAL ZONE MANAGEMENT PLAN FOR COLLAROY-NARRABEEN BEACH AND FISHERMANS BEACH

PUBLIC EXHIBITION OF COASTAL ZONE MANAGEMENT PLAN FOR COLLAROY-NARRABEEN BEACH AND FISHERMANS BEACH ITEM 8.3 REPORTING MANAGER TRIM FILE REF 2014/110936 ATTACHMENTS PUBLIC EXHIBITION OF COASTAL ZONE MANAGEMENT PLAN FOR COLLAROY-NARRABEEN BEACH AND FISHERMANS BEACH GROUP MANAGER NATURAL ENVIRONMENT 1

More information

LOCAL COASTAL PROGRAM UPDATE

LOCAL COASTAL PROGRAM UPDATE LOCAL COASTAL PROGRAM UPDATE Agenda Meeting #1 General Information (1 1:45 pm) Introductions and Background Grants involved What is a Local Coastal Program? What is required? LCP Update tasks and schedule

More information

Oceans and Coasts. Chapter 18

Oceans and Coasts. Chapter 18 Oceans and Coasts Chapter 18 Exploring the oceans The ocean floor Sediments thicken and the age of the seafloor increases from ridge to shore The continental shelf off the northeast United States Constituent

More information

The Maritime Law Association of Australia and New Zealand

The Maritime Law Association of Australia and New Zealand The Maritime Law Association of Australia and New Zealand Protecting the Environment and Promoting Safe Navigation: Australia s System of Pilotage in the Torres Strait Adam McCarthy Assistant Secretary

More information

BASELINE SURVEY, VISUAL - SITE SPECIFIC

BASELINE SURVEY, VISUAL - SITE SPECIFIC BASELINE SURVEY, VISUAL - SITE SPECIFIC Introduction As stated in SEPA s policy and in the Fish Farm Manual (1998), scientific data are required by SEPA in order to assess the existing condition on the

More information

Chapter 10 Lecture Outline. The Restless Oceans

Chapter 10 Lecture Outline. The Restless Oceans Chapter 10 Lecture Outline The Restless Oceans Focus Question 10.1 How does the Coriolis effect influence ocean currents? The Ocean s Surface Circulation Ocean currents Masses of water that flow from one

More information

Town of Duck, North Carolina

Town of Duck, North Carolina Tracking No. 00.00.2010 Erosion Mitigation And Shoreline Management Feasibility Study Town of Duck, North Carolina Coastal Planning & Engineering of North Carolina August 15, 2012 Tom Jarrett Robert Neal

More information

Technical Brief - Wave Uprush Analysis Island Harbour Club, Gananoque, Ontario

Technical Brief - Wave Uprush Analysis Island Harbour Club, Gananoque, Ontario Technical Brief - Wave Uprush Analysis RIGGS ENGINEERING LTD. 1240 Commissioners Road West Suite 205 London, Ontario N6K 1C7 October 31, 2014 Table of Contents Section Page Table of Contents... i List

More information

INTERNATIONAL HYDROGRAPHIC SURVEY STANDARDS

INTERNATIONAL HYDROGRAPHIC SURVEY STANDARDS INTERNATIONAL HYDROGRAPHIC SURVEY STANDARDS by Gerald B. MILLS 1 I. Background The International Hydrographic Organization (IHO) traces its origin to the establishment of the International Hydrographic

More information

1 HAT and MLLW are referenced to the station datum for each NOAA tide station.

1 HAT and MLLW are referenced to the station datum for each NOAA tide station. TIDAL DATA All data was rounded to the nearest 0.1 foot Location HAT 1 MLLW 1 HTL 2 MHW 2 Vicinity Adak Island 8.6 3.0 5.6 3.5 Anchorage 40.9 6.3 34.7 28.4 Atka 31.8 27.0 4.9 3.2 Barter Island 2.8 2.1

More information

HELCOM Submerged and The Nairobi International Convention. HELCOM Submerged Expert Group meeting in Bonn, Germany, 22 nd of April 2015

HELCOM Submerged and The Nairobi International Convention. HELCOM Submerged Expert Group meeting in Bonn, Germany, 22 nd of April 2015 HELCOM Submerged and The Nairobi International Convention HELCOM Submerged Expert Group meeting in Bonn, Germany, 22 nd of April 2015 The Nairobi International Convention on the Removal of Wrecks 2007

More information

Long Beach Island Holgate Spit Little Egg Inlet Historical Evolution Introduction Longshore Transport Map, Survey and Photo Historic Sequence

Long Beach Island Holgate Spit Little Egg Inlet Historical Evolution Introduction Longshore Transport Map, Survey and Photo Historic Sequence Appendix B Long Beach Island Holgate Spit Little Egg Inlet Historical Evolution Introduction The undeveloped southern end of Long Beach Island (LBI) is referred to as the Holgate spit as it adjoins the

More information

Bay County, MI Coastal Hazard Analysis Flood Risk Review Meeting. May 14, 2018

Bay County, MI Coastal Hazard Analysis Flood Risk Review Meeting. May 14, 2018 Bay County, MI Coastal Hazard Analysis Flood Risk Review Meeting May 14, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping Floodplain

More information

Reply of Guyana Annex R2

Reply of Guyana Annex R2 Summary of Findings: Analysis of Recent Shoreline Revisions to the This report assesses recent shoreline changes made to the 2005 edition of Dutch nautical chart NL 2218. This new edition is credited jointly

More information

Door County, WI Coastal Hazard Analysis Flood Risk Review Meeting. August 21, 2017

Door County, WI Coastal Hazard Analysis Flood Risk Review Meeting. August 21, 2017 Door County, WI Coastal Hazard Analysis Flood Risk Review Meeting August 21, 2017 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping

More information

Chart Specifications of the IHO Publication S-4 (Formerly M-4)

Chart Specifications of the IHO Publication S-4 (Formerly M-4) TWLWG3/4/11A Publication S-4 (Formerly M-4) Attached to this document is an extract from IHO Publication S-4 which relate to Tidal and Water Level Information. The TWLWG is requested to review this information

More information

Montessori for Everyone 2013 Types of Coastlines

Montessori for Everyone 2013 Types of Coastlines Coast The coast is the part of the land that borders the sea. It is subject to constant change, as the result of the waves and deposits carried by water onto the land. Coastline The coastline is where

More information

S-44 edition 5 The IHO s New Standard For Hydrographic Surveys Chris Howlett Head of Seabed Data Centre United Kingdom Hydrographic Office

S-44 edition 5 The IHO s New Standard For Hydrographic Surveys Chris Howlett Head of Seabed Data Centre United Kingdom Hydrographic Office S-44 edition 5 The IHO s New Standard For Hydrographic Surveys Chris Howlett Head of Seabed Data Centre United Kingdom Hydrographic Office Chairman of IHO Working Group that created S-44 edition 5 S-44

More information

Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA

Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA Prepared For: Woodard & Curran 95 Cedar Street, Suite 100 Providence, RI 02903

More information

Sussex County, DE Preliminary Study Overview

Sussex County, DE Preliminary Study Overview Sussex County, DE Preliminary Study Overview Coastal study scope: 102 miles of entire County shoreline Revised 102 panels for coastal study Riverine study scope: 14 streams, 67.1 miles, within the Nanticoke

More information

Figure 4, Photo mosaic taken on February 14 about an hour before sunset near low tide.

Figure 4, Photo mosaic taken on February 14 about an hour before sunset near low tide. The Impact on Great South Bay of the Breach at Old Inlet Charles N. Flagg and Roger Flood School of Marine and Atmospheric Sciences, Stony Brook University Since the last report was issued on January 31

More information

St. Louis County, MN Coastal Hazard Analysis Flood Risk Review Meeting. May 2, 2018

St. Louis County, MN Coastal Hazard Analysis Flood Risk Review Meeting. May 2, 2018 St. Louis County, MN Coastal Hazard Analysis Flood Risk Review Meeting May 2, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping

More information

Introduction. VORF - Model Development and Principles. The required VORF model transformation accuracies were as follows:

Introduction. VORF - Model Development and Principles. The required VORF model transformation accuracies were as follows: Introduction In 2006, the United Kingdom Hydrographic Office (UKHO) began testing of the Vertical Offshore Reference Frame (VORF), which had been developed on their behalf by the Department of Geomatic

More information

Beach profile surveys and morphological change, Otago Harbour entrance to Karitane May 2014 to June 2015

Beach profile surveys and morphological change, Otago Harbour entrance to Karitane May 2014 to June 2015 Beach profile surveys and morphological change, Otago Harbour entrance to Karitane May 2014 to June 2015 Prepared for Port Otago Ltd Martin Single September 2015 Shore Processes and Management Ltd Contact

More information

Chapter 4 EM THE COASTAL ENGINEERING MANUAL (Part I) 1 August 2008 (Change 2) Table of Contents. Page. I-4-1. Background...

Chapter 4 EM THE COASTAL ENGINEERING MANUAL (Part I) 1 August 2008 (Change 2) Table of Contents. Page. I-4-1. Background... Chapter 4 EM 1110-2-1100 THE COASTAL ENGINEERING MANUAL (Part I) 1 August 2008 (Change 2) Table of Contents I-4-1. Background... Page I-4-1 a. Shore Protection Planning and Design, TR 4... I-4-1 b. Shore

More information

CLAM PASS ANNUAL RESTORATION & MANAGEMENT PLAN TIDAL ANALYSIS ELEMENT REPORT NO. 13

CLAM PASS ANNUAL RESTORATION & MANAGEMENT PLAN TIDAL ANALYSIS ELEMENT REPORT NO. 13 CLAM PASS ANNUAL RESTORATION & MANAGEMENT PLAN TIDAL ANALYSIS ELEMENT REPORT NO. 13 Submitted to: Pelican Bay Services Division Prepared by: Humiston & Moore Engineers H&M File No. 13-078 November 2012

More information

SUPPLEMENTAL DOCUMENT SEA LEVEL RISE SCENARIO SELECTION AND DESIGN TIDE CALCULATION

SUPPLEMENTAL DOCUMENT SEA LEVEL RISE SCENARIO SELECTION AND DESIGN TIDE CALCULATION SUPPLEMENTAL DOCUMENT SEA LEVEL RISE SCENARIO SELECTION AND DESIGN TIDE CALCULATION FOR THE GUIDANCE FOR INCORPORATING SEA LEVEL RISE INTO CAPITAL PLANNING IN SAN FRANCISCO: ASSESSING VULNERABILITY AND

More information

Bayfield & Ashland Counties, WI Coastal Hazard Analysis Flood Risk Review Meeting. June 05, 2018

Bayfield & Ashland Counties, WI Coastal Hazard Analysis Flood Risk Review Meeting. June 05, 2018 Bayfield & Ashland Counties, WI Coastal Hazard Analysis Flood Risk Review Meeting June 05, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study

More information

Investigation of the Impact of Beach Raking on Beach Accretion/Erosion: West End Beaches of Galveston Island, Texas 2007/ 2008

Investigation of the Impact of Beach Raking on Beach Accretion/Erosion: West End Beaches of Galveston Island, Texas 2007/ 2008 Investigation of the Impact of Beach Raking on Beach Accretion/Erosion: West End Beaches of Galveston Island, Texas 2007/ 2008 By Robert Webster 1, Timothy Dellepenna Ph.D. 1, 1 Texas A&M at Galveston

More information

AMSA A Roadmap Forward & Relevant Alaska Activities. Captain Bob Pawlowski, NOAA (Ret), MNI Legislative Liaison to the Denali Commission

AMSA A Roadmap Forward & Relevant Alaska Activities. Captain Bob Pawlowski, NOAA (Ret), MNI Legislative Liaison to the Denali Commission AMSA A Roadmap Forward & Relevant Alaska Activities Captain Bob Pawlowski, NOAA (Ret), MNI Legislative Liaison to the Denali Commission Selected AMSA Key Findings UNCLOS: Fundamental framework IMO: Competent

More information

Figure 1 GE image of the Costa Sur & EcoEléctrica power plants, located inside Guayanilla and Tallaboa bay.

Figure 1 GE image of the Costa Sur & EcoEléctrica power plants, located inside Guayanilla and Tallaboa bay. 1 7 - STORM SURGES IN PUERTO RICO_Power Plants-Costa Sur & EcoElectrica Costa Sur & EcoEléctrica Figure 1 shows a GE image of the Costa Sur (Guayanilla) and EcoElectrica site. Figure 2 shows the topographic

More information

SURFACE CURRENTS AND TIDES

SURFACE CURRENTS AND TIDES NAME SURFACE CURRENTS AND TIDES I. Origin of surface currents Surface currents arise due to the interaction of the prevailing wis a the ocean surface. Hence the surface wi pattern (Figure 1) plays a key

More information

Hydrodynamic Modeling of Tides and Hurricane Storm Surge for Pre- and Post-Dredging Conditions in the Lower St. Johns River, Florida

Hydrodynamic Modeling of Tides and Hurricane Storm Surge for Pre- and Post-Dredging Conditions in the Lower St. Johns River, Florida Hydrodynamic Modeling of Tides and Hurricane Storm Surge for Pre- and Post-Dredging Conditions in the Lower St. Johns River, Florida Matthew V. Bilskie 1 1 PhD Student, University of Central Florida, Department

More information

ENVIRONMENT AGENCY GREAT OUSE AND 100 FT DRAIN QUARTERLY BATHYMETRIC SURVEY DECEMBER 2013 SITE SURVEY REPORT NO. H6787

ENVIRONMENT AGENCY GREAT OUSE AND 100 FT DRAIN QUARTERLY BATHYMETRIC SURVEY DECEMBER 2013 SITE SURVEY REPORT NO. H6787 ENVIRONMENT AGENCY GREAT OUSE AND 100FT DRAIN QUARTERLY BATHYMETRIC SURVEY DECEMBER 2013 NO. H6787 LONGDIN & BROWNING (SURVEYS) LIMITED CHERRY TREE HOUSE CARMARTHEN ROAD SWANSEA SA1 1HE H6787 1 Measured

More information

CLAM PASS RESTORATION AND MANAGEMENT PLAN BATHYMETRIC MONITORING REPORT NO. 7 Including Interior Bay Dredge Cuts and Tidal Data

CLAM PASS RESTORATION AND MANAGEMENT PLAN BATHYMETRIC MONITORING REPORT NO. 7 Including Interior Bay Dredge Cuts and Tidal Data CLAM PASS RESTORATION AND MANAGEMENT PLAN BATHYMETRIC MONITORING REPORT NO. 7 Including Interior Bay Dredge Cuts and Tidal Data Submitted to: Florida Department of Environmental Protection DEP File No.

More information

DUXBURY WAVE MODELING STUDY

DUXBURY WAVE MODELING STUDY DUXBURY WAVE MODELING STUDY 2008 Status Report Duncan M. FitzGerald Peter S. Rosen Boston University Northeaster University Boston, MA 02215 Boston, MA 02115 Submitted to: DUXBURY BEACH RESERVATION November

More information

WOODFIBRE LNG VESSEL WAKE ASSESSMENT

WOODFIBRE LNG VESSEL WAKE ASSESSMENT Woodfibre LNG Limited WOODFIBRE LNG VESSEL WAKE ASSESSMENT Introduction Woodfibre LNG Limited (WLNG) intends to build a new LNG export terminal at Woodfibre, Howe Sound, British Columbia. WLNG has engaged

More information

PART I: DRAFT [PRACTICAL] GUIDELINES OF IOC, WITHIN THE CONTEXT OF UNCLOS, FOR THE COLLECTION OF OCEANOGRAPHIC DATA BY SPECIFIC MEANS

PART I: DRAFT [PRACTICAL] GUIDELINES OF IOC, WITHIN THE CONTEXT OF UNCLOS, FOR THE COLLECTION OF OCEANOGRAPHIC DATA BY SPECIFIC MEANS Agenda item: 3.2 IOC/ABE-LOS VII/7 Paris, 19 February 2007 Original: English INTERGOVERNMENTAL OCEANOGRAPHIC COMMISSION (of UNESCO) SEVENTH MEETING OF THE ADVISORY BODY OF EXPERTS ON THE LAW OF THE SEA

More information

CROSS-SHORE SEDIMENT PROCESSES

CROSS-SHORE SEDIMENT PROCESSES The University of the West Indies Organization of American States PROFESSIONAL DEVELOPMENT PROGRAMME: COASTAL INFRASTRUCTURE DESIGN, CONSTRUCTION AND MAINTENANCE A COURSE IN COASTAL DEFENSE SYSTEMS I CHAPTER

More information

Orthometric Height Determination Using GPS in East Antarctica

Orthometric Height Determination Using GPS in East Antarctica Tenth Indian Expedition to Antarctica, Scientific Report, 1995 Department of Ocean Development, Technical Publication No. 8, pp. 145-150 Orthometric Height Determination Using GPS in East Antarctica V.

More information

NEED FOR SUPPLEMENTAL BATHYMETRIC SURVEY DATA COLLECTION

NEED FOR SUPPLEMENTAL BATHYMETRIC SURVEY DATA COLLECTION 305 West Grand Avenue, Suite 300 Montvale, New Jersey 07645 Phone 201.930.9890 Fax 201.930.9805 www.anchorqea.com M EMORANDUM To: Caroline Kwan and Nica Klaber U.S. Environmental Protection Agency Region

More information

PORTS AUSTRALIA. PRINCIPLES FOR GATHERING AND PROCESSING HYDROGRAPHIC INFORMATION IN AUSTRALIAN PORTS (Version 1.5 November 2012)

PORTS AUSTRALIA. PRINCIPLES FOR GATHERING AND PROCESSING HYDROGRAPHIC INFORMATION IN AUSTRALIAN PORTS (Version 1.5 November 2012) PORTS AUSTRALIA PRINCIPLES FOR GATHERING AND PROCESSING HYDROGRAPHIC INFORMATION IN AUSTRALIAN PORTS (Version 1.5 November 2012) PREFACE These Principles have been prepared by the Hydrographic Surveyors

More information

Baraga County, MI Coastal Hazard Analysis Flood Risk Review Meeting. July 12, 2018

Baraga County, MI Coastal Hazard Analysis Flood Risk Review Meeting. July 12, 2018 Baraga County, MI Coastal Hazard Analysis Flood Risk Review Meeting July 12, 2018 Agenda Introductions Coastal Flood Risk Study and Mapping Program Current Status Technical Overview of Study and Mapping

More information

INTRODUCTION TO COASTAL ENGINEERING

INTRODUCTION TO COASTAL ENGINEERING The University of the West Indies Organization of American States PROFESSIONAL DEVELOPMENT PROGRAMME: COASTAL INFRASTRUCTURE DESIGN, CONSTRUCTION AND MAINTENANCE A COURSE IN COASTAL DEFENSE SYSTEMS I CHAPTER

More information

Currents measurements in the coast of Montevideo, Uruguay

Currents measurements in the coast of Montevideo, Uruguay Currents measurements in the coast of Montevideo, Uruguay M. Fossati, D. Bellón, E. Lorenzo & I. Piedra-Cueva Fluid Mechanics and Environmental Engineering Institute (IMFIA), School of Engineering, Research

More information

DUKC Chart Overlay. Presentation to IHO TWL and DQ Working Groups Wollongong, March 2014

DUKC Chart Overlay. Presentation to IHO TWL and DQ Working Groups Wollongong, March 2014 DUKC Chart Overlay Presentation to IHO TWL and DQ Working Groups Wollongong, March 2014 Outline Who is OMC? DUKC description & methodology. DUKC Chart Overlay concept. Chart Overlay application example.

More information

INTRODUCTION TO COASTAL ENGINEERING AND MANAGEMENT

INTRODUCTION TO COASTAL ENGINEERING AND MANAGEMENT Advanced Series on Ocean Engineering Volume 16 INTRODUCTION TO COASTAL ENGINEERING AND MANAGEMENT J. William Kamphuis Queen's University, Canada World Scientific Singapore New Jersey London Hong Kong Contents

More information

Tidal energy is produced by the surge of ocean waters during the rise and fall of tides. Tidal energy is a renewable source of energy.

Tidal energy is produced by the surge of ocean waters during the rise and fall of tides. Tidal energy is a renewable source of energy. Encyclopedic Entry For Educator tidal energy For the complete encyclopedic entry with media resources, visit: http://www.connectenergyed.org/education/encyclopedia/tidal-energy/ Tidal energy is produced

More information

SOME WATER CHARACTERISTICS OF ESTUARIES IN INDONESIA

SOME WATER CHARACTERISTICS OF ESTUARIES IN INDONESIA SOME WATER CHARACTERISTICS OF ESTUARIES IN INDONESIA by HENK L. UKTOLSEYA 1 ABSTRACT This paper describes the results obtained during several hydro-oceanographical observations of some estuaries in Indonesia

More information

Tidal analysis and prediction of the flow characteristics around Abu Dhabi Island

Tidal analysis and prediction of the flow characteristics around Abu Dhabi Island Tidal analysis and prediction of the flow characteristics around Abu Dhabi Island K.A. Mohamed & M.E. El-Dahshan Research Center, Abu Dhabi Water and Electricity Authority Abstract In coastal seas and

More information

Legal Governance of Navigation in the Arctic Ocean by Dynamic Interpretation and Application of the United Nations Convention on the Law of the Sea

Legal Governance of Navigation in the Arctic Ocean by Dynamic Interpretation and Application of the United Nations Convention on the Law of the Sea Legal Governance of Navigation in the Arctic Ocean by Dynamic Interpretation and Application of the United Nations Convention on the Law of the Sea 1 ATSUKO KANEHARA PROFESSOR OF PUBLIC INTERNATIONAL LAW

More information

Chapter - Oceans and Coasts

Chapter - Oceans and Coasts Chapter - Oceans and Coasts Discussion: What do oceans contribute to the environment of Earth? How do Earth s major systems relate to the oceans? Oceans and Coasts Oceans are important - Thermal regulation

More information

SACO RIVER AND CAMP ELLIS BEACH SACO, MAINE SECTION 111 SHORE DAMAGE MITIGATION PROJECT APPENDIX F ECONOMIC ASSESSMENT

SACO RIVER AND CAMP ELLIS BEACH SACO, MAINE SECTION 111 SHORE DAMAGE MITIGATION PROJECT APPENDIX F ECONOMIC ASSESSMENT SACO RIVER AND CAMP ELLIS BEACH SACO, MAINE SECTION 111 SHORE DAMAGE MITIGATION PROJECT APPENDIX F ECONOMIC ASSESSMENT Department of the Army New England District, Corps of Engineers 696 Virginia Road

More information

Affects of Tides on Lateral Coastal Access at. Las Varas Ranch. Gaviota, California. Photos Courtesy of California Coastal Records Project

Affects of Tides on Lateral Coastal Access at. Las Varas Ranch. Gaviota, California. Photos Courtesy of California Coastal Records Project Affects of Tides on Lateral Coastal Access at Las Varas Ranch Gaviota, California Photos Courtesy of California Coastal Records Project September 18, 2014 Santa Barbara County Trails Council 1 As part

More information

Pathways Interns: Annika O Dea, Ian Conery, Andrea Albright

Pathways Interns: Annika O Dea, Ian Conery, Andrea Albright 1 REMOTE SENSING OF COASTAL MORPHODYNAMICS 237 237 237 217 217 217 2 2 2 8 119 27 252 174.59 255 255 255 163 163 163 131 132 122 239 65 53 11 135 12 112 92 56 62 12 13 12 56 48 13 12 111 Kate Brodie Brittany

More information

13. TIDES Tidal waters

13. TIDES Tidal waters Water levels vary in tidal and non-tidal waters: sailors should be aware that the depths shown on the charts do not always represent the actual amount of water under the boat. 13.1 Tidal waters In tidal

More information

OPERATIONS SEAFARER CERTIFICATION GUIDANCE NOTE SA MARITIME QUALIFICATIONS CODE. Deck: Chart Work

OPERATIONS SEAFARER CERTIFICATION GUIDANCE NOTE SA MARITIME QUALIFICATIONS CODE. Deck: Chart Work Page 1 of 6 Compiled by Approved by Chief Examiner Syllabus Committee: 26 February 2013 OPERATIONS SEAFARER CERTIFICATION GUIDANCE NOTE SA MARITIME QUALIFICATIONS CODE Deck: Chart Work Page 2 of 6 COLUMN

More information

Challenges in determining water surface in airborne LiDAR topobathymetry. Amar Nayegandhi, Dewberry 15 th Annual JALBTCX Workshop, June 11 th 2014

Challenges in determining water surface in airborne LiDAR topobathymetry. Amar Nayegandhi, Dewberry 15 th Annual JALBTCX Workshop, June 11 th 2014 Challenges in determining water surface in airborne LiDAR topobathymetry Amar Nayegandhi, Dewberry 15 th Annual JALBTCX Workshop, June 11 th 2014 Why topobathy LiDAR? Complements acoustic (multi-beam sonar)

More information

NORTHERN CELL OPTIONS SHORTLIST RECOMMENDATIONS

NORTHERN CELL OPTIONS SHORTLIST RECOMMENDATIONS OPTIONS SHORTLIST RECOMMENDATIONS Coastal Unit C: Bayview Options recommended for MCDA scoring. Status quo. Planting 3. Renourishment (gravel) 6. Beach-scraping 7. Restore shingle crest. Inundation accommodation

More information

LAKKOPETRA (GREECE) EUROSION Case Study. Contact: Kyriakos SPYROPOULOS. TRITON Consulting Engineers. 90 Pratinou Str Athens (GREECE)

LAKKOPETRA (GREECE) EUROSION Case Study. Contact: Kyriakos SPYROPOULOS. TRITON Consulting Engineers. 90 Pratinou Str Athens (GREECE) LAKKOPETRA (GREECE) Contact: Kyriakos SPYROPOULOS TRITON Consulting Engineers 90 Pratinou Str. 11634 Athens (GREECE) Tel: +32 10 729 57 61 Fax: +32 10 724 33 58 e-mail: kspyropoulos@tritonsa.gr 19 1 1.

More information

CHAPTER 281 INFLUENCE OF NEARSHORE HARDBOTTOM ON REGIONAL SEDIMENT TRANSPORT

CHAPTER 281 INFLUENCE OF NEARSHORE HARDBOTTOM ON REGIONAL SEDIMENT TRANSPORT CHAPTER 281 INFLUENCE OF NEARSHORE HARDBOTTOM ON REGIONAL SEDIMENT TRANSPORT Paul C.-P. Lin, Ph.D., P.E. 1 and R. Harvey Sasso, P.E. 2 ABSTRACT The influence of nearshore hardbottom on longshore and cross-shore

More information

Figure 1 Example feature overview.

Figure 1 Example feature overview. 1. Introduction This case focuses on the northeastern region of Onslow Bay, NC, and includes an initial shoreline, regional contour, wave gauges, inlets, dredging, and beach fills. Most of the features

More information

Training program on Modelling: A Case study Hydro-dynamic Model of Zanzibar channel

Training program on Modelling: A Case study Hydro-dynamic Model of Zanzibar channel Training program on Modelling: A Case study Hydro-dynamic Model of Zanzibar channel Mayorga-Adame,C.G., Sanga,I.P.L., Majuto, C., Makame, M.A., Garu,M. INTRODUCTION Hydrodynamic Modeling In understanding

More information

Mapping the Sea Bottom Using RTK GPS and Lead-Line in Trabzon Harbor

Mapping the Sea Bottom Using RTK GPS and Lead-Line in Trabzon Harbor Mapping the Sea Bottom Using RTK GPS and Lead-Line in Trabzon Harbor Arzu ERENER and Ertan GÖKALP, Turkey Key Words: Real-Time Kinematic GPS, Lead Line, Roll Effect, Hydrographic surveys. SUMMARY The harbor

More information

Crowdsourced Bathymetry Data via Electronic Charting Systems

Crowdsourced Bathymetry Data via Electronic Charting Systems Crowdsourced Bathymetry Data via Electronic Charting Systems Evan Robertson evan.robertson@noaa.gov Cooperative Institute for Research in Environmental Sciences (CIRES), University of Colorado, Boulder,

More information