Imaging Nearshore Bathymetry using a Personal Watercraft: The MGS Nearshore Survey System



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

Inlets Online: A Tutorial for Evaluating Inlet/Beach Processes Using Aerial Photography

Predicting Coastal Hazards: A Southern California Demonstration

Seasonal Changes in the Mekong River Delta's Distributary Channels and Nearshore Sedimentary Environments

Remote Sensing, GPS and GIS Technique to Produce a Bathymetric Map

An Initial Assessment of the Impacts of Sea Level Rise to the California Coast

Most informed people realize that cumulative impacts have had

BEACH NOURISHMENT COMBINED WITH SIC VERTICAL DRAIN IN MALAYSIA.

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

A METHOD FOR COMPARING BATHYMETRIC SURVEY DATA TO DETERMINE CHANGES IN SEDIMENT ELEVATION

User s Guide. Zuniga Point. Point Loma

Gravir Outer, Isle of Lewis Site and Hydrographic survey report

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

REGIONAL SEDIMENT MANAGEMENT: A GIS APPROACH TO SPATIAL DATA ANALYSIS. Lynn Copeland Hardegree, Jennifer M. Wozencraft 1, Rose Dopsovic 2 INTRODUCTION

Martin County Coastal GIS Program St Lucie Inlet Planning Tool

The Integration of Hydrographic and Oceanographic Data in a Marine Geographic Information System U.S. Hydro 2015

COASTAL DAMAGE INSPECTION SOUTHWEST VITI LEVU, FIJI AFTER CYCLONE SINA

Coastal Risk Management Guide. Incorporating sea level rise benchmarks in coastal risk assessments

The Hong Kong Polytechnic University. Subject Description Form

Evaluating the Condition of Seawalls/Bulkheads

c f'f:..-- Risk Identification Branch

RESTORATION AND ENHANCEMENT OF SOUTHERN CALIFORNIA LAGOONS

A Case Study Documenting the Dubai Coastal Zone Monitoring Programme An International Example.

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

SHOALS Toolbox: Software to Support Visualization and Analysis of Large, High-Density Data Sets

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

Shallow Water Swath Bathymetry from Small Platforms. Advances in Seafloor Mapping Sonar, 30 Dec 2009 Systems Engineering & Assessment Ltd.

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

Hydrographic Survey of the Keith Lake-Salt Bayou System

TECTONICS ASSESSMENT

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

SARASOTA COUNTY LIDO KEY HURRICANE & STORM DAMAGE REDUCTION PROJECT

NOAA Sentinel Site Program: San Francisco Bay Area Sentinel Site Cooperative

Final Project Report

The Crystal Coast: A Unique Geological Phenomenon. Kate Jablonski. Quantitative Studies in Rocks and Minerals. Steve Teeter and Sandie Brundin

Straits of Mackinac Contaminant Release Scenarios: Flow Visualization and Tracer Simulations

TUCKER

Field Data Recovery in Tidal System Using Artificial Neural Networks (ANNs)

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

Remote sensing for the MTS

CONTINUING EROSION IN SOUTHEASTERN COASTAL MISSISSIPPI - POINT AUX CHENES BAY, WEST GRAND BAY, MIDDLE BAY, GRANDE BATTURE ISLANDS:

SONOBOT AUTONOMOUS HYDROGRAPHIC SURVEY VEHICLE PRODUCT INFORMATION GUIDE

Little Lake Shoreline Protection & Marsh Creation Project BA-37

Coastal Erosion Hazard Monitoring on the South Shore of Long Island, New York Joseph J. Tanski 1 and Barry Pendergrass 2

GEOScaN Remote Data Acquisition for Hydrographic, Topographic and GIS Surveying

Coastal Engineering Indices to Inform Regional Management

Contents. 1. PROFILE p2. 2. SERVICES 2.1 Offshore Support Services p 4 Offshore support p 6 ROV operations p 8

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

asbpa Preserving our coastal economy and ecology since 1926

MONITORING STANDARDS FOR BEACH EROSION CONTROL PROJECTS

1.0 INTRODUCTION 2.0 SCOPE OF WORK. DATE July 29, 2010 PROJECT No /2000

Water Quality Modeling in Delaware s Inland Bays: Where Have We Been and Where Should We Go?

Principles and Practices of Data Integration

Hydrographic and Sediment Surveying

SIMULATION OF SEDIMENT TRANSPORT AND CHANNEL MORPHOLOGY CHANGE IN LARGE RIVER SYSTEMS. Stephen H. Scott 1 and Yafei Jia 2

New Coastal Study for Puerto Rico FIRMs. Paul Weberg, FEMA RII Mat Mampara, Dewberry Jeff Gangai, Dewberry Krista Collier, Baker

Ocean Engineering, Surveying and Mapping Services

Creating a Seamless Model of the Littoral and Near Shore Environments

The Coast of Crystal Cove Orange County, California

The San Francisco Physical Oceanographic Real-Time System

Crossing the Pacific Bathymetry

Looking for property near the ocean?

Hurricanes and Storm Surge

Applications of GIS and Web delivery of coastal monitoring data in shoreline management

The Role of Environmental Monitoring and Data Management in Supporting Science to Inform Decision Making: A Case Study

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

4-H Marine Biology and Oceanography Proficiency Program A Member s Guide

2011 Operations, Maintenance, Monitoring and Rehabilitation Plan

Section E2 Coastal Engineering: Reconstruction Management and Mitigation

SHOALS Toolbox: Software to Support Visualization and Analysis of Large, High-Density Data Sets

RESUME for Christopher G. Creed, P.E.

EARTH SCIENCE ACTIVITY #1 Tsunami in a Bottle

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).

The Nationwide Automatic Identification System Newsletter Issue #1 3 rd Quarter FY 2007

Online Precise Point Positioning Using the. Natural Resources Canada Canadian Spatial Reference System (CSRS-PPP)

Makah Tribe January 28, 2010

Offshore Renewable Energy in Virginia

Tidal Correction Using GPS Determination of the Chart Datum. October 9, FIG Congress 2006

Real-time Ocean Forecasting Needs at NCEP National Weather Service

The National Park Service Inventory & Monitoring Program Student Opportunities

Preparation. Preparation. Step 2 Prepare an emergency kit. Step 1 Prepare your emergency plan. Step 4 Tune into warnings

Aquaculture Monitoring Standard

BASELINE AND CONSTRUCTION MONITORING OF PACKERY CHANNEL, CORPUS CHRISTI, TEXAS

Geological Importance of Sand Compatibility for Sustaining Beaches (Economically Wasteful and Environmentally Damaging Beach Renourishment )

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

Geology 12 Syllabus House, Fall 2010

Southern AER Atmospheric Education Resource

EAST COAST DIGITAL ELEVATION MODELS. Coastal Models Supporting our Nation s Needs through Science and Technology

THE HOMEOWNER S GUIDE TO THE COASTAL CONSTRUCTION CONTROL LINE PROGRAM (SECTION , FLORIDA STATUTES)

Index-Velocity Rating Development (Calibration) for H-ADCP Real-Time Discharge Monitoring in Open Channels

Long-term Marine Monitoring in Willapa Bay. WA State Department of Ecology Marine Monitoring Program

New Technologies and Airborne LiDAR Bathymetry survey Techniques in European Environmental Coastal Mapping Projects

sonobot autonomous hydrographic survey vehicle product information guide

Tide - rhythmic oscillation of the ocean surface due to gravitational & centrifugal forces ( inertia ) between the Earth, Moon and Sun.

Tides and Water Levels

Los Angeles County. Open Pacific Coast Study. California Coastal Analysis and Mapping Project

5th International Symposium on Ecohydraulics 2004 Aquatic Habitats: Analysis & Restoration th September, Madrid, Spain

COASTAL MONITORING & OBSERVATIONS LESSON PLAN Do You Have Change?

Tropical Storm Debby. Post-Debby Beach/Dune Damage Assessment Report Sarasota Florida. By Weiqi Lin P.E., Ph.D. Coastal Resources/Community Services

ANATOMY OF A MUDSLIDE AND DAMAGE CAUSED BY HURRICANE IVAN

Transcription:

Geologic Site of the Month April, 2004 Imaging Nearshore Bathymetry using a Personal Watercraft: Text by Peter A. Slovinsky, Department of Agriculture, Conservation & Forestry 1

Modified from Wells, 1995 Introduction In Maine, sandy beaches only comprise about 2% of the total shoreline, or about 70 miles. Half of that is located in the southern portion of the state, between Kittery and Portland. Beaches in Maine are typical of many barrier beach systems along the east coast in terms of their overall morphology and governing processes (Figure 1). Figure 1. Barrier Beach morphology and processes. Barrier beaches are constantly changing in response to hydrodynamic forces such as tides and waves, and a rising sea level. Storms tend to erode beaches by moving sediment from the beach and dune offshore into intertidal and subtidal bars. Studies show that some sediment never returns to the beach the following year., Department of Agriculture, Conservation & Forestry 2

Figure by Peter A. Slovinsky Project Background However, sand supply in Maine is much less plentiful than in other areas of the east coast, making beaches a valuable yet limited resource to the state. Figure 2. Beach processes during storm events., Department of Agriculture, Conservation & Forestry 3

Project Background In the past, the (MGS) studied changes in Maine's beaches on a seasonal basis through the analysis of beach profiles. We have found that huge volumes of sediment are exchanged between the exposed beach and the subtidal portions of the beach during different times of the year. However, the intertidal and subtidal portions of the beach (i.e., less than 30 feet in depth), within which the majority of sediment moves and is located, has not been studied closely due to past difficulties in surveying within the surf zone. In 2002, MGS received a grant from the Maine Technology Institute for a project entitled "Three- Dimensional Beach and Nearshore Bathymetric Surveys and Sand Budgets", that involved the development of a Nearshore Survey System (NSS). The NSS utilizes state-of-the-art positioning, depth sounding, and current monitoring technologies and is revolutionizing the way MGS can study the beach and nearshore sandy environments. It enables us to monitor and analyze spatial and temporal changes in the intertidal and nearshore subtidal beach environment, a previously unstudied portion of the beach system due to difficulty of access (in the surf zone) and limited positioning technology. Similar surveying systems have been developed for use in the coastal zones of Washington-Oregon, California, Texas, Virginia, Florida, and North Carolina (Dugan and others, 1999; Gelfenbaum, 1999, Innerspace Technology; McMahan, 1999; Ruggiero and others, 2000). The NSS platform is a personal water craft outfitted with high precision positioning, depth sounding, and current monitoring equipment. The system is comprised of a base station and a rover platform, both which incorporate the use of Real Time Kinematic Global Positioning Systems (RTK-GPS)., Department of Agriculture, Conservation & Forestry 4

Figure by Peter A. Slovinsky The Base Station RTK-GPS allows cm-level accuracy surveys in real-time, providing for almost immediate and accurate positioning data that is necessary for surveying and quantifying beach changes. The NSS base station is comprised of an RTK-GPS receiver, a tripod with antenna, several radio modems, a data logger (to initiate the GPS equipment), a laptop computer, and a marine gel 12-V battery (Figure 3). Figure 3. NSS "base station" equipment., Department of Agriculture, Conservation & Forestry 5

The Base Station The GPS receiver acquires positioning information through the antenna from up to 12 satellites in orbit over the earth, and telemeters positioning corrections to the rover GPS located on the rover portion of the NSS. At the same time, position and depth data are being telemetered from the NSS rover to the laptop computer via the radio modem at 1 point-per-second. The laptop is running special surveying software which logs position and depth data every second. Communication between operators of the base station and the rover is maintained through 2 handheld VHF radios., Department of Agriculture, Conservation & Forestry 6

Photo by Peter A. Slovinsky Rover Platform A personal watercraft (PWC) is the basis for the NSS rover platform. The watercraft was selected based on its storage capacity, size, and environmentally friendly 4-stroke engine. Before system integration, MGS staff spent 10 hours on the watercraft in various conditions on lakes and in the ocean in order to break in the engine according to the owners manual and familiarize themselves with handling the PWC. This was a tough job, especially during the late Maine summer (Figure 4), but someone had to do it! Figure 4. Personal watercraft used as the basis for the NSS rover platform., Department of Agriculture, Conservation & Forestry 7

Figure by Peter A. Slovinsky Rover Platform The rover portion of the system is outfitted with various positioning and depth-sounding equipment, including an RTK-GPS receiver with internal radio modem, a depth sounder, a helm display, a radio modem, and 2 antennas (GPS and radio). The depth sounder, GPS receiver, and radio modem are mounted within the front compartment of the PWC, which flips open for easy access, while the helm display is mounted on the handlebars. Instruments within the front compartment are mounted on a special frame that slides up, allowing easy access to the depth sounder and GPS (Figure 5). Figure 5. NSS "rover" helm equipment including custom frame, receiver, depth sounder, radio, and helm display., Department of Agriculture, Conservation & Forestry 8

Figure by Peter A. Slovinsky Rover Platform The depth sounder transducer, which sends an acoustic signal that bounces off of the sea bottom, a gel 12V marine battery, and GPS and radio antennas are mounted on the stern of the NSS (Figure 6). The custom-manufactured bracket for the transducer has a special "kick-up" feature in case the transducer strikes an underwater object during operation. An additional custom bracket for a current meter has also been constructed (see below, Current Monitoring). Figure 6. NSS "rover" stern equipment including depth sounder transducer, marine battery, GPS antenna, and radio antenna., Department of Agriculture, Conservation & Forestry 9

Rover Platform The depth sounder captures depth readings at 1 point-per-second, tags each depth reading with an XYZ positioning (horizontal and vertical coordinates, and elevation) from the GPS, and telemeters the data back to the shore-based laptop computer for data logging. At the same time, the helm display shows the NSS operator the direction and speed they are traveling in relation to pre-set track lines; it receives positioning updates from the shore-based GPS. This enables the operator to focus on driving the PWC and staying on set track lines, and not worrying about data logging. All equipment is mounted on the PWC with quick releases for easy dismantling. Communication between the operator of the PWC and the shore-based data manager is maintained using handheld VHF radios., Department of Agriculture, Conservation & Forestry 10

Figure by Peter A. Slovinsky Current Monitoring The NSS rover is being outfitted with equipment that enables it to conduct current monitoring studies. The current monitoring equipment package is being purchased and will be comprised of an acoustic doppler profiler (ADP) housing and transducer, an onboard computer and a solid state flash drive housed in a waterproof enclosure, and a small 10-inch customized monitor mounted on the handlebars of the PWC (Figure 7). The computer and ADP housing will be mounted within the front compartment of the PWC. A waterproof keyboard will be used to send commands to the computer to run current monitoring software. The final piece of equipment is a temperature and conductivity meter, which measures the salinity of the water to make sound velocity corrections. Figure 7. NSS "rover" current monitoring equipment including ADP transducer, waterproof keyboard, and waterproof enclosure., Department of Agriculture, Conservation & Forestry 11

Figure courtesy of SonTek Current Monitoring The ADP underwater transducer will be mounted on the stern of the NSS. The ADP sends and receives an acoustic pulse which measures current velocity and direction in a vertical profile through the water column (Figure 8). The computer will run current monitoring software and receives inputs from the ADP (velocity and direction), the GPS (XYZ positioning), and the depth sounder (water depth, h). The special solid state flash drive has no moving components and is much more shockproof than regular hard drives. The small monitor shows the PWC operator the status of current data logging and enables them to initiate or terminate data logging with the touch of a waterproof keypad, mounted in a small compartment directly in front of the operator. Figure 8. Current measurements from a vessel., Department of Agriculture, Conservation & Forestry 12

Figure by Peter A. Slovinsky Current Monitoring The fully integrated NSS, showing the flow of positioning information and various data types, is presented in Figure 9. The integration and custom construction of equipment brackets for the positioning and depth equipment was completed by Innerspace Technology, Inc., of Waldwick, NJ. Innerspace has integrated several Personal Watercraft Surveying Systems for other organizations. Figure 9. NSS showing the flow of positioning information and various data types., Department of Agriculture, Conservation & Forestry 13

What will we be able to do with the NSS? The unanswered question in Maine in terms of its sandy beaches is what happens to sand, especially at the nearshore subtidal portion of the beach? Meteorological and wading depth beach profile data suggest significant interannual variability in the intertidal beach profile and the potential for nearshore (subtidal) storage and movement of sand in both shore-parallel and shore-normal directions (Dickson, 1999; Heinze Hill and others, 2002). The NSS will be able to 'fill the data gap' between the supratidal/inter-tidal data collected by volunteers in the State of Maine Beach Profiling Project and bathymetric data collected farther offshore with conventional research vessels, helping to answer the question of "where the sand goes." In addition to helping to answer this question, the NSS brings cutting edge surveying technology to MGS for other applications. Using the RTK-GPS equipment, we can now conduct high-precision land-based surveys to map features such as the mean high water line, vegetation line, washover fans, and other features indicative of shoreline changes. We will also be able to utilize the current monitoring equipment from a variety of different platforms. However, the majority of the NSS work will be in the nearshore zone, for which it was designed., Department of Agriculture, Conservation & Forestry 14

Photos by Peter A. Slovinsky NSS Operation The NSS requires a minimum of two people to operate: one operating the personal watercraft 'rover', and one operating the base equipment to ensure data logging quality. The system requires that the 'base' station be set up on a point of known position (XY) and elevation (Z). Therefore, the first step in field work is to establish base benchmark locations that can be used during nearshore surveying field work. This is done by setting the base GPS equipment on a known benchmark (Figure 10), and surveying in control points (with known horizontal and vertical coordinates) to refine the base position and establish a reference grid. Once this is done, the base station is ready to receive information from satellites, and begin broadcasting corrections to the rover GPS that is mounted on the NSS for nearshore surveys, or worn inside a backpack for land-based surveys. Figure 10. RTK GPS surveying. The base station is set on a location with known X, Y, and Z coordinates. Control points, also of known coordinates, are used to relate the base location to a known datum. Once the control points are set, the base receives data from up to 12 satellites and broadcasts positioning corrections to the rover GPS., Department of Agriculture, Conservation & Forestry 15

From McNich, 2002 NSS Operation Nearshore surveying will mostly occur along pre-determined track lines so that the lines may be repeated in the future. However, the NSS has the capability to do "on the spot" surveying as well due to the RTK-GPS equipment. With the NSS, surveying can be conducted in both cross-shore and alongshore directions, resulting in high resolution colorful 2-D and 3-D images of nearshore bottom topography similar to the ones shown in Figure 11. Figure 11. Two- and three-dimensional images of bathymetry., Department of Agriculture, Conservation & Forestry 16

Figure courtesy of SonTek NSS Operation This data can be quantitatively analyzed to determine volumetric changes in the beach. Current monitoring data will be analyzed to help infer sediment transport directions and for other uses (Figure 12, and see below). Figure 12. Current velocity structure and data shown on the Current Surveyor software., Department of Agriculture, Conservation & Forestry 17

Specific NSS Projects One project that specifically will benefit from use of the NSS is the proposed jetty modification and/or beach nourishment at Camp Ellis in Saco, Maine. The NSS will be used to monitor the effectiveness of any jetty modifications that are undertaken to help curtail erosion problems, and to monitor the fate of any beach nourishment that occurs. The NSS will be used to complement existing monitoring programs that document changes in the intertidal to dry beach. The State of Maine Beach Profiling Project is a volunteer-based beach profile monitoring program organized by MGS, the Marine Geology Working Group at the University of Maine, Maine Sea Grant/University of Maine Cooperative Extension, and the Maine Coastal Program. On a monthly basis, volunteers collect profiles of the subaerial-to-intertidal portions of selected sandy beaches. This program provides adequate data to document some temporal and two-dimensional spatial variations of the subaerial-to-intertidal beach. The NSS will be used to expand this program to document seasonal changes of the entire active beach profile, from the sand dune seaward to about -30 feet. Pre-determined cross-shore transects will be surveyed spring, summer, and fall, from the dune seaward to approximately -30 feet. This will enable MGS scientists to monitor and analyze a previously unstudied portion of the active beach system. For current monitoring, the NSS will be used this spring and summer for two projects. MGS will conduct current surveys for a project titled "Current Studies for Swim Beach Response Planning" in an attempt to correlate beach water quality response to different meteorologic conditions for the Healthy Maine Beaches Program. In addition, the NSS will be used as part of a project titled "Tidal Current Inlet Studies for Oil Spill Response Planning" for the Maine Department of Environmental Protection Emergency and Spill Response Program. The NSS will be used to determine peak flood and ebb tidal current conditions in the Presumpscot River in order to determine successful booming strategies to protect the estuary in the event of an oil spill in Casco Bay., Department of Agriculture, Conservation & Forestry 18

References and Additional Information Dickson, S. M., 1999, The role of storm-generated combined flows in shoreface and inner continental shelf sediment erosion, transport, and deposition: Ph.D. dissertation, University of Maine, Orono, 321 p., 1 plate. Dugan, J. P., Vierra, K. C., Morris, W. D., Farruggia, G. J., Campion, D. C., and Miller, H. C., 1999, Unique vehicles used for bathymetry surveys in exposed coastal regions: The Hydrographic Society of America, U.S. Hydrographic Conference '99, April 27-29, 1999. Gelfenbaum, G., 1999, Bathymetric data from waverunners: Sound Waves Monthly Newsletter, USGS. Heinze Hill, H., Kelley, J. T., Belknap, D. F., and Dickson, S. M., 2002, Co-measurement of beaches in Maine, USA: volunteer profiling of beaches and annual meetings (pdf format): Journal of Coastal Research, Special Issue 36, p. 374-380. MacMahan, J., 2001, Hydrographic surveying from personal watercraft: Journal of Surveying Engineering, ASCE, Vol. 127, No. 1, pp. 12-24. McNich, J. E., 2002, Letter Report: Bathymetry of the Cape Fear River Ebb Tidal Delta. US Army Corps of Engineers Field Research Facility. Duck, NC. Ruggiero, P.; Voigt, B.; and Kaminsky, G., 2000, Beach Monitoring for Enhanced Decision-Making (pdf format). Coastal Society 17: Coasts at the Millenium. Portland, OR. U.S. Army Corps of Engineers, 1984, Shore Protection Manual (4th ed., 2 Vol.): U.S. Army Engineer Waterways Experiment Station, U.S. Government Printing Office, Washington, D.C. Wells, J. T., 1995, Effects of sea level rise on coastal sedimentation and erosion, Chapter 6, in Eisma, D. (editor), Climate change, impact on coastal habitation: Lewis Publishers, Boca Raton, Florida, p. 116-136., Department of Agriculture, Conservation & Forestry 19

Related Websites on Beach Profiling in Maine State of Maine Beach Profiling Project Maine Sea Grant/University of Maine Cooperative Extension Beach Profiling MGS Field Locality Mile and Half Mile Beaches at Reid State Park MGS Field Locality Laudholm and Drakes Island Beaches - Before and After Beach Nourishment MGS Field Locality WWII Rockets Removed from Beach at Reid State Park MGS Field Locality Shells on the Beach, Department of Agriculture, Conservation & Forestry 20

Acknowledgements We would like to thank the following organizations for making the NSS project possible: Maine Technology Institute Maine Sea Grant Research Maine Department of Environmental Protection Healthy Maine Beaches Program We would like to acknowledge the following for providing the equipment that has been purchased to-date for the NSS project: Ashtech/Thales Navigation Galileo Instruments, Inc. IBM Innerspace Technology, Inc. Pacific Crest Corporation Parvus Sea Doo SonTek *The use of trade names in this report is for descriptive purposes only and does not constitute endorsement by the MGS., Department of Agriculture, Conservation & Forestry 21