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  • Engineering  (69)
  • Chemistry  (8)
  • Cell & Developmental Biology
  • General Chemistry
  • Humans
  • Gainesville, FL  (56)
  • Solomons, MD  (18)
  • 1
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    University of Maryland Center for Environmental Science, Chesapeake Biological Laboratory | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/4861 | 130 | 2011-09-29 15:47:49 | 4861 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-06
    Description: The possible ecological effects of suspended sediments are manifold. Briefly, suspended sediments may cause an increased surface for microorganism growth, fewer temperature fluctuations, chemical adsorption orabsorption, blanketing, mechanical-abrasive actions, and light penetration reduction (Cairns, 1968). Sherk and Cronin (1970) have pointed out that the above effects have been little studied in the estuarine environment. The ecological effects of suspended sediments on fish eggs and larvae may be of prime importance t o the C and D Canal area, an important spawning and primary nursery area for a variety of estuary: e species (Johnson,1972). This section discusses the effects of suspended sediment on the eggs and larvae of striped bass and white perch.
    Description: Army Corps of Engineers, Philadelphia District
    Keywords: Conservation ; Ecology ; Engineering ; Fisheries ; Chesapeake ; Canal ; Natural Resources Institute ; Striped Bass ; White Perch ; Delaware
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    University of Florida/IFAS, Office of Conferences & Institutes | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/231 | 3 | 2011-09-29 22:23:17 | 231 | Florida Sea Grant College Program
    Publication Date: 2021-06-27
    Description: This joint conference is to provide a forum forphysical, biological, and social scientists to share their knowledge andresearch results concerning restoration of the Greater Everglades and Florida Bay Ecosystem.
    Keywords: Conservation ; Oceanography ; Biology ; Chemistry ; Planning ; Florida Bay ; research ; conferences
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/300 | 3 | 2020-08-24 02:45:05 | 300 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: As a program supporting academic research that addresses recognized societal needs, theFlorida Sea Grant Program is developing a research theme area on estuaries to provide a uniquely academic product that will augment mission-oriented research undertaken by government and bythe private sector. This report is not a call for proposals. It does not prescribe a specific researchplan. Rather, it is a concept paper designed to focus research on two broad "organizing themes":(1) the hydrology of Florida's estuaries, and (2) the impact of cyclic environmental variability onestuarine function. (46pp.)
    Description: National oceanic and Atmospheric Administration, U.S. Department of Commerce
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Planning ; estuaries ; hydrology ; Florida
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  • 4
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    Institute of Oceanology, Havana, Cuba | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/417 | 3 | 2020-08-24 02:47:45 | 417 | Florida Sea Grant College Program
    Publication Date: 2021-06-29
    Description: A brief analysis of the bsics of artificial reefs as well as the methods and techniques in use are provided. The need for clear objectives and the design of artificial reefs for long-term goals is emphasized. Several principles are established. First, artificial reefs must target the enhancement of biological and fishery production of the Cuban shelf. This principle introduces major changes in current concepts, which are bsed exclusively on the increase of catch per unit effort. Second, an adequate balance between fishing effort, refuge capacity, food availability and fish recruitment must be established. Therefore, the use of artificial reefs siwth many cavities as habitats for algae, invertebreates and fishes, in place of artificial reefs exclusively employed as fish aggregators, is discussed. A methodology for a national development program, including the materials, structures, reef configurations, quantities, and distributions is proposed. As a result of examinations of habitats on the four sections of the Cubman shelf, an area of 12,500 sq.km. is defined as adequate for artificial reefs and isolated refuges. Eight-hundred and fifty reefs, each one formed by 200 refuges, are proposed. The use of artificial reefs for recreational fisheries is recommended for Cuba.(English & Spanish editions, 46 pgs in each edition; full text searching unavailable)
    Description: Translated by Georgina Bustamante and Keyon Lindeman.
    Keywords: Fisheries ; Biology ; Engineering ; Cuban shelf ; fisheries ; artifical reefs ; Cuba ; habitats artificiales ; plataforma cubana
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  • 5
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/428 | 3 | 2020-08-24 02:56:50 | 428 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: The shoaling and bank erosion at Ponce de Leon channel, Punta Gorda, Florida, havecaused concern of harming the mangrove community along the channel. Three factorswere identified that could contribute to the bank erosion of Ponce channel. Theyare tidal induced current, wind waves penetrating from the Charlotte Harbor, andwakes caused by boat traffic. According to the field experiments and numericalmodeling studies, it was determined that the combined wind wave and tidal currentforce is the major cause to the bank erosion. Wind wave appears to play a moreimportant role because of its dynamic nature. For the present cross-sectionalchannel condition the tidal current alone is only a moderate erosional force.It was also found that reopening the barge canal would cut the tidal currentstrength in the Ponce channel by a half. This current reduction would reduce butnot eliminate bank erosion in the lower reach as the wind-wave induced force willremain to be an important erosional factor.A number of remedial alternatives were given in the report. The most direct methodis to provide bank protection. The extent of the protection depends upon theextent of wind wave penetration which could be as deep as 150 m into the channelunder the present channel entrance condition. (This document has 49 pages. )
    Keywords: Oceanography ; Engineering ; tidal current ; erosion ; channels ; Ponce de Leon channel ; Florida ; mangroves ; Punta Gorda
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/535 | 3 | 2020-08-24 03:04:05 | 535 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents results of field measurements and numerical modeling of thehydrodynamic and sedimentary behaviors at a boat lock located in Section 15, BurntStore Isles of Punta Gorda, Florida. The purpose of the study is to establish thequantities of tidal flows through the lock in comparison with the flows bypassing thelock through other outlets between Section 15 and the Alligator Creek. The amountof sediment and pollutant transporting through the lock are also estimated in thestudy. (Document has 68 pages.)
    Keywords: Engineering ; Environment ; Punta Gorda ; Florida ; canals ; Alligator Creek ; Flow exchange ; Boat lock ; Pollutant transport
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/536 | 3 | 2020-08-24 03:04:36 | 536 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This is the first of a pair of reports documenting the effects of storms on barrier island systems.The present report (Volume 1) investigates storm effects on natural island conditions whereasVolume 2 addresses the effects of seawalls. With the aim of simulating the effects of overwashon barrier islands and characterizing their response, a series of nine experiments was conductedat the Coastal Engineering Laboratory of the University of Florida. The barrier island wassimulated by a 400 feet wide (prototype units) horizontal crest and an initially planar (1:19)beach. The effects of various storm surge levels and accompanying overtopping were investigated.Experiments were conducted with both regular and irregular storm waves. Regularwaves without overtopping caused the formation of a substantial berm in the swash zone and aprominent longshore bar offshore. Increasing degrees of overtopping resulted in substantial lossof sand from the barrier island system. The longshore bar was considerably more subtle for thehighest water level tested (11.5 ft. above mean sea level). Simulation of a storm-surge hydrographwith rising and falling water levels indicated that the presence of the bar tends to occuronly during a relatively steady or slowly changing water level. The experiments with irregularwaves were conducted with reasonably similar wave heights and carrier periods as those withregular waves. The major difference was in the characteristics of the longshore bar response. Incomparison with cases with regular waves, the bar was less distinct without overtopping, subtlewith minimal overtopping and absent in cases with substantial overtopping. These experimentsseem to indicate that offshore bars are simply break-point bars which require a fairly steadybreak-point and undertow (return of mass transport) for optimal formation. (Document has 84 pages.)
    Description: Department of Civil and Coastal Engineering, University of Florida
    Description: Prepared for: Beaches and Shores Resource Center Innovation Park, Morgan Building Box 9 2035 East Paul Dirac Drive Tallahassee, Fl 32304
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Barrier Island ; Storm Effects ; Beach Erosion ; Overwash ; Washover
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  • 8
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/533 | 3 | 2021-02-27 20:20:10 | 533 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents results of the experiments of the existing inlet and eightstructural alternatives to the Sebastian Inlet from a movable bed model. It is intendedto find solutions for improvement of boating safety and protection of beaches adjacentto the inlet. Based upon the experimental results from here and the fixed bed modelstudy, which is summarized in Part I report, an optimum structural modification planwas then recommended providing a general frame of improvement scheme.The research in this report was authorized by the Sebastian Inlet District Commissionof September 15, 1989. The University of Florida was notified to proceedon November 14, 1989. The study and report were prepared by the Department ofCoastal and Oceanographic Engineering, University of Florida. Coastal TechnologyCorporation was the technical monitor representing the Sebastian Inlet District. (Document has 109 pages.)
    Keywords: Oceanography ; Engineering ; Planning ; Erosion ; Sediment transport ; Shore erosion ; Structural alternative ; Sebastian Inlet ; Florida
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  • 9
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/534 | 3 | 2020-08-24 03:03:47 | 534 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This thesis examines the historical shoreline response to inlet modifications and sealevel rise. Inlet modifications are considered to be the geographic stabilization and training(through the use of structures) of natural inlets and the creation and further modification ofartificial inlets. Shoreline response to natural and artificial processes must be understood inorder to predict the performance of the coastline. The tendency for creating and modifyinginlets increases as industry and population growth demands. Sea level rise is a natural processwhich cannot be controlled at this time. Current theoretical approaches to predictingshoreline response indicate that sea level rise and inlet modifications can cause substantialshoreline impact. Florida, with roughly a century of shoreline position and relative sea leveldata, provides a basis for examining past trends and comparing them with theory.The shoreline of Florida was found to be accreting with the greatest accretion alongthe east coast. Shoreline responses within the boundaries of the erosional influence of inletsdue to their creation and/or modification were examined for 19 inlets around the coast ofFlorida. The differences in the shoreline response before and after the initial modification ofeach inlet show the erosional strain that inlets apply on the nearby shoreline. The effect onshoreline response due to the human intervention (unnatural processes) of modifying inletswas isolated and examined. The shoreline response due to this "human intervention" was erosional, thereby showing the negative impact that modified inlets have on shorelines. Thisinduced erosion is responsible for the loss of roughly 21.6 million cubic yards of sand from theshoreline that is within the erosional influence of Florida's east coast inlets. Combining theshoreline changes due only to natural processes with sea level rise data allows for comparisonwith the commonly accepted Bruun Rule for shoreline response as a result of a changingsea level. This comparison and the effects of including a lag time between a rise in sea leveland a change in shoreline along the east coast of Florida during the last century show noagreement with the Bruun Rule and no correlation with a specific lag time. (Document has 153 pages.)
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Coasts ; Sea level changes ; Coastal inlets ; Florida
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  • 10
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/541 | 3 | 2020-08-24 03:05:18 | 541 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This is the second of a pair of reports documenting the effects of storms on beach systemsincluding the presence of seawalls. With the aim of simulating the effects of overwash onbarrier islands with seawalls and characterizing their response, a series of eight experimentswas conducted at the Coastal Engineering Laboratory of the University of Florida. The barrierisland was simulated by a 400 feet wide horizontal crest and an initially uniform mildly-sloped(1:19) beach. The effects of positioning the seawall at two different locations as well as the effectsof various storm surge levels and accompanying overtopping were investigated. Experimentswere conducted with both regular and irregular storm waves. With the seawall located at theslope break between the crest and the sloping beach of the barrier island, and the crest of theseawall just submerged in sand, the effects on the sediment transport process were found to beminimal. For the same position of the seawall but with the crest of the seawall raised above thesurrounding ground level, overtopping caused washover of sand indicating substantial transportin suspension. Increased levels of overtopping tended to accentuate bed profile changes butsupress bar formation (as did irregular waves). Positioning the seawall at the Mean Sea Levelshoreline caused significant scour both immediately landward as well as immediately seawardof the seawall. A prominent scour trough developed further seaward. The longshore bar washighly three-dimensional. It appears that seawalls need to be located adequately landward of theshoreline to discharge their function effectively without adverse effect to the beach. In addition,concerns for safety warrant the presence of an adequate buffer-zone between the seawall andthe upland property. (61 pp.)
    Description: Prepared for: Beaches and Shores Resource Center Innovation Park, Morgan Building Box 9 2035 East Paul Dirac Drive Tallahassee, Fl 32304
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Barrier island ; seawalls ; storm effects ; beach erosion ; overwash
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/542 | 3 | 2020-08-24 03:05:43 | 542 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents results of field measurements and numerical modeling of thehydrodynamic and sedimentary behaviors at a boat lock located in Section 15, BurntStore Isles of Punta Gorda, Florida. The purpose of the study is to establish thequantities of tidal flows through the lock in comparison with the flows bypassing thelock through other outlets between Section 15 and the Alligator Creek. The amountof sediment and pollutant transporting through the lock are also estimated in thestudy. (68 pp.)
    Description: Prepared for City of Punta Gorda, Florida
    Keywords: Engineering ; Boat lock ; flow exchange ; pollutant transport ; Punta Gorda ; Florida
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  • 12
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1064 | 3 | 2011-09-29 21:11:59 | 1064 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-05
    Description: This report presents the results of a bathymetric surveying program carriedout on the beach and nearshore region about 1 km to the north of the PortCanaveral inlet. The survey data covers a period between March 16 and July 21,1988. The data was collected in support of a field study on directional wavemeasurement and Bragg reflection from artificial, shore-parallel bars, performedduring June-July, 1988. The topography at the experiment site was generallymonotonic in the on-offshore direction (except near the end of the experimentalprogram) and uniform in the longshore direction. (64 pages)
    Description: Office of Naval Research
    Keywords: Oceanography ; Engineering ; Bathymetric survey ; beach profiles ; Port Canaveral ; Florida
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  • 13
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    Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1071 | 3 | 2011-09-29 21:11:25 | 1071 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: We present a new modeling method for use in large-scale physical systems, such as the Everglades ecosystem.The current work that has been done in the ATLSS (Across-Trophic-Level System Simulation) project-whichfocuses on simulating key Everglades system components-relies on code integration. While this represents anecessary first step in analyzing the dynamics of species within the Everglades, it falls short of true modelintegration. We have constructed a methodology called object-oriented physical modeling (OOPM), which allowsa comprehensive knowledge representation to be constructedfor large-scale systems. OOPM enforces theidea that an implementation ofcomputer code can be accomplished in an incremental fashion by starting with aconceptual model and progressing to more detailed models. During this evolutionary procedure, a minimal amountof code is written, since the emphasis is on developing the conceptual model so that it not only represents theintuitive aspects ofthe model, but is also executable. OOPM provides a kind of "blueprint" for ecologists, biologistsand hydrologists to communicate and integrate models effectively. (14 page document)
    Keywords: Conservation ; Management ; Engineering ; Limnology ; Everglades ; Florida ; ecosystem ; modeling ; ATLSS (Across-Trophic-Level System Simulation) ; restoration
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  • 14
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    Florida Cooperative Fish and Wildlife Research Unit, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1132 | 3 | 2011-09-29 21:05:45 | 1132 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: We evaluated the use of strip-transect survey methods for manatees through aseries of replicate aerial surveys in the Banana River, Brevard County, Florida, duringsummer 1993 and summer 1994. Transect methods sample a representative portion ofthe total study area, thus allowing for statistical extrapolation to the total area. Otheradvantages of transect methods are less flight time and less cost than total coverage, easeof navigation, and reduced likelihood of double-counting.Our objectives were: (1) to identify visibility biases associated with the transectsurvey method and to adjust the counts accordingly; (2) to derive a population estimatewith known variance for the Banana River during summer; and (3) to evaluate thepotential value of this survey method for monitoring trends in manatee population sizeover time. (51 page document)
    Description: Research Work Order no. 116
    Description: FINAL REPORT to the U.S. Department of the Interior National Biological Service (RWO-116: Aerial Survey objective)
    Keywords: Biology ; Engineering ; Banana River ; Brevard County ; Florida ; manatee ; Trichechus manatus ; aerial surveys
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/2063 | 3 | 2011-09-29 19:45:01 | 2063 | Florida Sea Grant College Program
    Publication Date: 2021-07-11
    Description: The following discussion presents information on human-made reefs and their role--as one tool of many--in the management of both fisheries and habitat. Principal subjects covered in this paper include a definition of marine habitat improvement and determination of its attainment, the present applications of reef construction technology to environmental situations both generally and in three case-studies, and suggested desirable attributes for incorporation into future use of this technology. (PDF has 11 pages.)
    Description: Authors’ note: This document was the basis for a keynote presentation at the 2004 World Fisheries Congress, in a session on Marine Fisheries Habitat Improvement. Several of the slides shown there are included here, without captions.
    Keywords: Management ; Fisheries ; Engineering ; Environment ; artificial reefs ; Florida ; habitat improvement
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    Department of Coastal and Oceanographic Engineering, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1695 | 3 | 2011-09-29 20:11:10 | 1695 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-09
    Description: This report responds to the 1986 Beaches Bill which, in recognition of thepotential deleterious impact on Florida's beaches of inlets modified for navigation,mandated a study of those inlets with identification of recommended action to reducethe impacts. This report addresses west Coast inlets; East Coast inlets are thesubject of a companion report.There are 37 inlets along that portion of Florida's West Coast commencing fromPensacola Bay Entrance to Caxambas Pass at the south end of Marco Island. Compared tothose on the East Coast, most West Coast inlets have not had the deleterious effectson the adjacent beaches, yet all modified inlets without proper management have thepotential of impacting unfavorably on the adjacent shorelines. Moreover, at presentthere is interest in opening three West Coast entrances which either have been openin the past (Midnight Pass) or which have opened occasionally (Navarre Pass andEntrance to Phillips Lake).A review of inlets in their natural condition demonstrates the presence of ashallow broad outer bar across which the longshore transport Occurs. These shallowand shifting bar features were unsuitable for navigation which in many cases has ledto the deepening of the channels and fixing with one or two jetty structures. Inlets in this modified state along with inappropriate maintenance practices have thepotential of placing great ero$ional stress along the adjacent beaches. Moreover.channel dredging can reduce wave sheltering of the shoreline by ebb tidal shoals andalter the equilibrium of the affected shoreline segments. The ultimate in poor sandmanagement practice is the placement of good quality beach sand in water depths toogreat for the sand to reenter the longshore system under natural forces; depths of 12ft. or less are considered appropriate for Florida in order to maintain the sand inthe system.With the interference of the nearshore sediment transport processes by inletsmodified for navigation, if the adjacent beaches are to be stabilized there must bean active monitoring program with commitment to placement of dredged material ofbeach quality on shoreline segments of documented need. Several East Coast inletshave such transfer facilities; however. the quantities of sand transferred should beincreased. Although an evolution and improvement in the technical capability tomanage sand resources in the vicinity of inlets is expected, an adequate capabilityexists today and a concerted program should be made to commence a scheduledimplementation of this capability at those entrances causing greatest erosionalstress on the adjacent shorelines.A brief summary review for each of the 37 West Coast inlets is presentedincluding: a scaled aerial photograph, brief historical information, several itemsrelated to sediment losses at each inlet and special characteristics relevant toState responsibilities. For each inlet, where appropriate, the above infor~tion isutilized to develop a recommenced action. (PDF has 101 pages.)
    Description: Division of Beaches and Shores, Florida Department of Natural Resources
    Keywords: Oceanography ; Engineering ; Bypassing ; Entrances ; Inlets ; Florida
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3112 | 130 | 2011-09-29 17:51:50 | 3112 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-01
    Description: The ACT workshop "Enabling Sensor Interoperability" addressed the need for protocols at thehardware, firmware, and higher levels in order to attain instrument interoperability within and betweenocean observing systems. For the purpose of the workshop, participants spoke in tern of "instruments" rather than "sensors," defining an instrument as a device that contains one or more sensors or actuators and can convert signals from analog to digital.An increase in the abundance, variety, and complexity of instruments and observing systems suggeststhat effective standards would greatly improve "plug-and-work" capabilities. However, there are few standards or standards bodies that currently address instrument interoperability and configuration.Instrument interoperability issues span the length and breadth of these systems, from the measurementto the end user, including middleware services. There are three major components of instrumentinteroperability including physical, communication, and application/control layers. Participantsidentified the essential issues, current obstacles, and enabling technologies and standards,then came up with a series of short and long term solutions.The top three recommended actions, deemed achievable within 6 months of the release of thisreport are:A list of recommendations for enabling instrument interoperability should be put togetherand distributed to instrument developers.A recommendation for funding sources to achieve instrument interoperability should bedrafted. Funding should be provided (for example through NOPP or an IOOS request forproposals) to develop and demonstrate instrument interoperability technologies involvinginstrument manufacturers, observing system operators, and cyberinfrastructure groups.Program managers should be identified and made to understand that milestones for achievinginstrument interoperability include a) selection of a methodology for uniquely identifyingan instrument, b) development of a common protocol for automatic instrumentdiscovery, c) agreement on uniform methods for measurements, d) enablement of end usercontrolled power cycling, and e) implementation of a registry component for IDS and attributes.The top three recommended actions, deemed achievable within S years of the release of this reportare:An ocean observing interoperability standards body should be established that addresses standards for a) metadata, b) commands, c) protocols, d) processes, e) exclusivity, and f)naming authorities.[PDF contains 48 pages]
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3115 | 130 | 2011-09-29 17:52:01 | 3115
    Publication Date: 2021-07-01
    Description: The co-organized Alliance for Coastal Technologies (ACT) and National Data Buoy Center (NDBC)Workshop "Meteorological Buoy Sensors Workshop" convened in Solomons, Maryland, April 19to 21,2006, sponsored by the University of Maryland Center for Environmental Science (UMCES)Chesapeake Bay Laboratory (CBL), an ACT partner institution. Participants from various sectorsincluding resource managers and industry representatives collaborated to focus on technologies andsensors that measure the near surface variables of wind speed and direction, barometric pressure,humidity and air temperature. The vendor list was accordingly targeted at companies that producedthese types of sensors. The managers represented a cross section of federal, regional and academicmarine observing interests from around the country. Workshop discussions focused on the challengesassociated with making marine meteorological observations in general and problems that werespecific to a particular variable. Discussions also explored methods to mitigate these challengesthrough the adoption of best practices, improved technologies and increased standardization. Someof the key workshop outcomes and recommendations included:0cean.US should establish a committee devoted to observations. The committee wouldhave a key role in developing observing standards.The community should adopt the target cost, reliability and performance standards draftedfor a typical meteorological package to be used by a regional observing system.A forum should be established to allow users and manufacturers to share best practicesfor the employment of marine meteorological sensors. The ACT website would host theforum.Federal activities that evaluate meteorological sensors should make their results publiclyavailable.ACT should extend their evaluation process to include meteorological sensors.A follow on workshop should be conducted that covers the observing of meteorologicalvariables not addressed by this workshop. (pdf contains 18 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3114 | 130 | 2011-09-29 17:51:58 | 3114 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-01
    Description: The Alliance for Coastal Technologies (ACT) convened a workshop on Evaluating Approaches and Technologies for Monitoring Organic Contaminants in the Aquatic Environment in Ann Arbor, MI on July 21-23, 2006. The primary objectives of this workshop were to: 1) identify the priority management information needs relative to organic contaminant loading; 2) explore themost appropriate approaches to estimating mass loading; and 3) evaluate the current status of thesensor technology. To meet these objectives, a mixture of leading research scientists, resourcemanagers, and industry representatives were brought together for a focused two-day workshop.The workshop featured four plenary talks followed by breakout sessions in which arranged groupsof participants where charged to respond to a series of focused discussion questions.At present, there are major concerns about the inadequacies in approaches and technologies forquantifying mass emissions and detection of organic contaminants for protecting municipal watersupplies and receiving waters. Managers use estimates of land-based contaminant loadings torivers, lakes, and oceans to assess relative risk among various contaminant sources, determinecompliance with regulatory standards, and define progress in source reduction. However, accuratelyquantifying contaminant loading remains a major challenge. Loading occurs over a range ofhydrologic conditions, requiring measurement technologies that can accommodate a broad rangeof ambient conditions. In addition, in situ chemical sensors that provide a means for acquiringcontinuous concentration measurements are still under development, particularly for organic contaminantsthat typically occur at low concentrations. Better approaches and strategies for estimatingcontaminant loading, including evaluations of both sampling design and sensor technologies,need to be identified. The following general recommendations were made in an effort to advancefuture organic contaminant monitoring:1. Improve the understanding of material balance in aquatic systems and the relationship betweenpotential surrogate measures (e.g., DOC, chlorophyll, particle size distribution) and target constituents.2. Develop continuous real-time sensors to be used by managers as screening measures and triggersfor more intensive monitoring.3. Pursue surrogate measures and indicators of organic pollutant contamination, such as CDOM,turbidity, or non-equilibrium partitioning.4. Develop continuous field-deployable sensors for PCBs, PAHs, pyrethroids, and emerging contaminantsof concern and develop strategies that couple sampling approaches with tools that incorporatesensor synergy (i.e., measure appropriate surrogates along with the dissolved organics toallow full mass emission estimation).[PDF contains 20 pages]
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Earth Sciences ; Environment ; Chemistry
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3123 | 130 | 2011-09-29 17:52:46 | 3123 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-25
    Description: (pdf contains 23 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3118 | 130 | 2011-09-29 17:52:37 | 3118 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-25
    Description: The Alliance for Coastal Technologies (ACT) Workshop "Making Oxygen MeasurementsRoutine Like Temperature" was convened in St. Petersburg, Florida, January 4th - 6th, 2006. Thisevent was sponsored by the University of South Florida (USF) College of Marine Science, anACT partner institution and co-hosted by the Ocean Research Interactive Observatory Networks(ORION). Participants from researcldacademia, resource management, industry, and engineeringsectors collaborated with the aim to foster ideas and information on how to make measuringdissolved oxygen a routine part of a coastal or open ocean observing system.Plans are in motion to develop large scale ocean observing systems as part of the US IntegratedOcean Observing System (100s; see http://ocean.us) and the NSF Ocean Observatory Initiative(001; see http://www.orionprogram.org/00I/default.hl). These systems will require biologicaland chemical sensors that can be deployed in large numbers, with high reliability, and forextended periods of time (years). It is also likely that the development cycle for new sensors issufficiently long enough that completely new instruments, which operate on novel principles,cannot be developed before these complex observing systems will be deployed. The most likelypath to development of robust, reliable, high endurance sensors in the near future is to movethe current generation of sensors to a much greater degree of readiness. The ACT OxygenSensor Technology Evaluation demonstrated two important facts that are related to the need forsensors. There is a suite of commercially available sensors that can, in some circumstances,generate high quality data; however, the evaluation also showed that none of the sensors were ableto generate high quality data in all circumstances for even one month time periods due tobiofouling issues.Many groups are attempting to use oxygen sensors in large observing programs; however, thereoften seems to be limited communication between these groups and they often do not have accessto sophisticated engineering resources. Instrument manufacturers also do not have sufficientresources to bring sensors, which are marketable, but of limited endurance or reliability, to ahigher state of readiness. The goal of this ACT/ORION Oxygen Sensor Workshop was to bringtogether a group of experienced oceanographers who are now deploying oxygen sensors inextended arrays along with a core of experienced and interested academic and industrialengineers, and manufacturers. The intended direction for this workshop was for this group toexchange information accumulated through a variety of sensor deployments, examine failuremechanisms and explore a variety of potential solutions to these problems. One anticipatedoutcome was for there to be focused recommendations to funding agencies on development needsand potential solutions for 02 sensors. (pdf contains 19 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/469 | 3 | 2020-08-24 03:07:24 | 469 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: Current plant canopy wind flow models require three aerodynamic parametersto predict the effects of wind on sand transport--the plant drag coefficient, Cd, the leafarea density profile, LAD, and the turbulent eddy transfer coefficient, 6,. The LADand Cd characterize the plant canopy and its effects on air flow and, prior to thisstudy, data on these parameters for dune vegetation did not exist. The purpose of thisstudy was to design and test a methodology for measuring the wind drag coefficient ofcoastal dune plants. The objectives were 1) to measure and record the parametersneeded to calculate Cd, namely, the force, relative velocity and air temperature; 2) tomeasure the leaf area density of sea-oats; 3) to validate the method by measuring thequantities needed to compute the drag coefficient for a right circular data exists; and 4) to explore the Reynolds number dependence of the canopy dragcoefficient. (This document has 76 pages.)
    Description: Masters
    Description: UFL/COEL/92/017
    Keywords: Engineering ; Environment ; sea oats ; Uniola paniculata ; aerodynamic drag ; winds ; coastal vegetation
    Repository Name: AquaDocs
    Type: thesis
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/468 | 3 | 2020-08-24 02:57:37 | 468 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: The following report presents wave data collected at two near shore locations off Hollywood Beach, Florida beginning inJanuary 1990 and ending May 1992. The methods used to collect and analyze the data are also presented. Significant waveheight, peak wave period, and peak wave direction are presented in time series plots, and summarized monthly in tables.Appendices include the time series plots, wave roses of each deployment period, an overall wave rose for each site and adiskette of the data in ASCII format. (Document has 68 pages; diskette lacking.)
    Keywords: Oceanography ; Engineering ; waves ; Florida ; Hollywood Beach
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    University of Florida, Department of Fisheries and Aquatic Sciences | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/416 | 3 | 2011-09-29 22:05:32 | 416 | Florida Sea Grant College Program
    Publication Date: 2021-06-29
    Description: This bulletin describes artificial reef monitoring programs in Florida. At least half thenation’s human-made marine reefs are estimated to be in Florida waters and high interestexists statewide among fishing, diving, governmental, economic and other stakeholders in theperformance of these structures and the habitats that they create. Further, the level andbreadth of activity in Florida makes it a bellwether, nationally and worldwide, for interestsconcerned with aquatic science, ecosystem management and environmental technology forhabitat restoration or creation.Recent developments in Florida have prompted increased interest and effort in “monitoring”of reefs. These include extensive studies and disseminating results by the academicresearch community and the advent of governmental funding for monitoring projects in Floridacounties. In response, this study was undertaken to gauge this growing field. Assessment of reefperformance—including evaluation of how well they meet objectives for which they werecreated—has been a neglected subject in many areas of the world. More immediate issues ofreef materials selection, siting and deployment usually take precedence in the short-term.A principal readership for this paper is the network of county-level organizations andindividuals whose largely independent efforts, taken as a composite, make up much of theFlorida reef “program.” Information presented here describes the extent and nature of reefmonitoring in Florida counties, how data are managed and aspects of communication aboutreefs. (16pp.)
    Description: National Oceanic and Atmospheric Administration, U.S. Department of Commerce
    Description: NOAA Grant No. NA16RG-2195
    Keywords: Ecology ; Fisheries ; Engineering ; Florida ; artificial reefs ; monitoring
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    University of West Florida, Biology Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/35 | 3 | 2020-08-24 02:36:56 | 35 | Florida Sea Grant College Program
    Publication Date: 2021-06-25
    Description: There is a critical need for accurate data in order to make decisions regarding the construction, emplacement, and further development of artificial reefs in the State of Florida.This study looked a biotic and abiotic parameters of articifial reefs. A data matrix listing reefs on the vertical axis and the associated biotic and a biotic data or attributes available from published and non-pub1ished sources on the horizontal axis created: 1) a compilation of what data were available; 2) an indication of the completeness and extensiveness of the data; 3) a summary of the descriptive statistics of the data; 4) a preliminaryanalysis of the relationship among the biotic and abiotic parameters through correlation analysis; 5) some preliminary modeling of the artificial reefs to form the basis of prediction through stepwise and multiple linearregression analysis. (29pp.)
    Keywords: Ecology ; Engineering ; Environment ; artificial reefs ; Florida ; ecology
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    University of Florida, Department of Agricultural Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/39 | 3 | 2021-02-27 20:05:00 | 39 | Florida Sea Grant College Program
    Publication Date: 2021-06-25
    Description: Vacuum-packed Yellowfin tuna steaks were individually frozen in either liquid Freon or in an air storage freezer, and evaluated for keeping quality after 1, 3, and 6 months of frozen storage (-27OC). The resulting freezing rates were used to project the economic feasibility of a small scale commercial processing plant. Regardless of freezing method the vacuum-packed steaks demonstrated keeping quality comparable to fresh control samples handled as in normal distribution channels. The estimated cost to manufacture allowed sufficient profit at competitive selling prices to generate a rate of return of 132%. This would pay back the estimated cost of plant and equipment in less than one 6-month season of operation at full capacity (16pp.)
    Description: IR-84-18
    Keywords: Health ; Fisheries ; Engineering ; food economics ; Yellowfin tuna
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    Florida Institute of Technology, Department of Oceanography and Ocean Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/34 | 3 | 2021-02-27 20:03:06 | 34 | Florida Sea Grant College Program
    Publication Date: 2021-06-25
    Description: It has been the purpose of this project to provide the basic biological and geological data together with summary guidelines which will allow the Florida Dept. of Environmental Regulation and project engineers to make the necessary permitting and design decisions for beach nourishment project in worm reef areas. The present workseeks to determine the tolerance of P. lapidosa tosediment burial, the tolerance of these organisms to exposure to hydrogen sulfide, the tolerances of these organisms to heavy silt loads in the water, etc. (37pp.)
    Keywords: Oceanography ; Engineering ; Environment ; beach nourishment ; Sabellariid ; Phragmatapoma lapidosa ; Florida ; reefs
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/128 | 3 | 2020-08-24 02:54:16 | 128 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: The purpose of this report is to develop and illustrate with examples readily appliedmethodologies for calculating the response of shorelines in the vicinity of beach nourishmentprojects. The need for such methodology is a result of Florida Statutes 161.053(G) and Rule16B-33.024(3)(e) which require, with minor exceptions, coastal structures to be locatedlandward of a thirty- year projection of the Seasonal High Water Shoreline (SHWL). (163pp.)
    Description: Prepared for: Division of Beaches and Shores Florida Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, FL 32399
    Keywords: Engineering ; Environment ; beach nourishment ; Florida
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    University of Florida, Florida Sea Grant College | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/129 | 3 | 2021-02-27 20:09:37 | 129 | Florida Sea Grant College Program
    Publication Date: 2021-06-26
    Description: Seawall design on the open coast is an often overlooked problem inthe State of Florida as well as other areas of the South Atlantic and GulfCoasts. Escoffier [1] mentions numerous seawall failures and improperdesign considerations along the Mississippi Gulf Coast which were exposedby hurricanes after the seawalls were built. It is hoped that this bulletin, along with Reference 3, will provide agood starting place for those involved in technical design and constructionsupervision aspects of seawalls.
    Keywords: Engineering ; Sea-walls ; Shore protections ; Coastal engineering
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/127 | 3 | 2020-08-24 02:53:49 | 127 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: The critical need to predict the turbidity in water due to fine-grained sediment suspensionunder wave action over mud deposits for sedimentation and erosion studies, as well assorbed contaminant transport, is well known. Since fall velocities of fine sediment particlesare very small, they can be easily transported by hydrodynamic flows such as waves andcurrents. The presence of these particles in the water column affects accoustic transmission,heat absorption and depth of the eutrophic zone (Luettich et al., 1989). Because these sedimentsalso have a strong affinity for sorbing nutrients and toxic chemicals, sediments whichhave been deposited on the bottom may function as a source of contaminants to the watercolumn if they are disturbed by eroding forces resulting, for instance, from wave action. Anoutstanding example of a water body for these problems is Lake Okeechobee, the largestshallow lake in Florida. This lake shows typical signs of artificial eutrophication mainly dueto increased phosphorus loading associated with the surrounding region. Resuspension of sediment at the bottom of Lake Okeechobee composed of fine-grainedmaterial has been examined. A sediment transport model was used to simulate likelytrends in the evolution of the vertical suspended sediment concentration profile resultingfrom wave action, and the corresponding eroded bed depth was calculated through massbalance. Requisite information on characteristic parameters and relationships related tofine sediment erodibility were derived from field sampling of bottom sediment in the lake,and through laboratory experiments using this sediment and lake water. (161pp.)
    Description: South Florida Water Management District
    Keywords: Engineering ; Limnology ; Environment ; Chemistry ; Erosion ; Fine sediment ; Lake mud ; Lake Okeechobee
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    Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/125 | 3 | 2020-08-24 02:53:23 | 125 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: A brief summary review for each of the 19 inlets on Florida's East Coast is presented including:a scaled aerial photograph, brief historical information, several itemsrelated to sediment losses at each inlet and special characteristics relevantto State responsibilities. For each inlet the above information is utilized to develop a recommended action, usually in the form of periodic sand transferquantities. (PDF contains 67 pages)
    Description: Division of Beaches and Shores, Department of Natural Resource, State of Florida
    Keywords: Conservation ; Engineering ; Florida ; inlets ; St. Marys Entrance ; Nassau Sound ; Ft. George Inlet ; St. Johns River Entrance ; St. Augustine Inlet ; Matanzas Inlet ; Ponce De Leon Inlet ; Port Canaveral Entrance ; Sebastian Inlet ; Ft. Pierce Inlet ; St. Lucie Inlet ; Jupiter Inlet ; Lake Worth Inlet ; South Lake Worth Inlet ; Boca Raton Inlet ; Hillsboro Inlet ; Port Everglades Entrance ; Baker's Haulover Inlet ; Government Cut (Miami Harbor) ; management
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/165 | 3 | 2020-08-24 02:54:43 | 165 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: A method is presented and illustrated with examples to establishappropriate storm damage reduction and recreational benefits frombeach nourishment projects. Unlike previous methods, benefits toproject adjacent areas are recognized due to sand transport out of theproject area and deposition on adjacent beaches. (31pp.)
    Keywords: Engineering ; Environment ; Beach nourishment ; Damage reduction ; Nourishment benefits ; Recreational benefits ; Storm damage
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    Florida Sea Grant College | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/181 | 3 | 2020-08-24 02:42:52 | 181 | Florida Sea Grant College Program
    Publication Date: 2021-06-27
    Description: Florida's coastal county artificial reef sampling and data management programsare surveyed in this report. The survey describes the county level capability for artificialreef documentation and performance assessment based on their needs, interests,organizational structure and "in-situ" data collection and data management techniques.The. primary purpose of this study is to describe what staffing, training, techniques,organizational procedures and equipment are used by the coastal counties to establishlocal reef assessment projects, if they have such an effort. This information is necessaryto help determine the feasibility of implementing standards of data quality assurance andcontrol for a state reef database with information provided by local reef managers. (103pp.)
    Description: Florida Department of Natural Resources
    Description: Florida Department of Natural Resources Project Number R/FDNR-4
    Keywords: Oceanography ; Engineering ; artificial reefs ; Florida
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/178 | 3 | 2020-08-24 02:55:06 | 178 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: This study has evaluated the volumes of beach quality material availablefrom the dredging planned for the deepening of the Pensacola Bay EntranceChannel. Recommendations have been made for volumes and configurations ofplacement on portions of the Perdido Key Unit of Gulf Islands National Seashore. (52pp.)
    Description: National Park Service
    Description: Prepared For: National Park Service 75 Spring Street, SW Atlanta, GA 30303
    Keywords: Engineering ; Environment ; Pensacola Bay Entrance Channel ; beach nourishment ; Perdido Key ; Gulf Islands National Seashore ; Florida ; sediment transport
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/212 | 3 | 2020-08-24 02:56:19 | 212 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: This study was carried out to examine the effects of seawalls on the adjacentbeach by three dimensional model test. The results obtained from model test wereanalyzed in terms of volumetric changes and shoreline and hydrographic change toquantify the effects of seawalls.The experiments were carried out in the wave basin of Coastal and OceanographicEngineering department, University of Florida. A model seawall was installedon the test beach (19mxl4m) which was initially molded into equilibriumshapes. During the test, hydrographic surveys were conducted at regular time intervals.The main variable in the experiment is the wave angle. Cases both withand without seawall were tested. (141pp.)
    Description: Sea Grant Project No. R/C-S-26; Grant No. NA86AA-D-SG068
    Keywords: Engineering ; seawalls ; models ; beaches
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/210 | 3 | 2020-08-24 02:55:34 | 210 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: It is well known that tidal inlets tend to cause accretion on updrift shorelines anderosion on downdrift shorelines. This study documented the shoreline changes near severaltidal inlets along Florida's east and west coasts. An analytical and a numerical methodwere used to attempt to predict the shoreline changes downdrift of these inlets. (142pp.)
    Keywords: Oceanography ; Engineering ; shore protection ; beach erosion ; inlets ; Florida ; thesis ; Ft. Pierce Inlet ; Sebastian Inlet ; St. Lucie Inlet ; Boca Raton Inlet ; baker's Haulover ; St. Andrews Bay Entrance ; Venice Inlet ; Lake Worth Inlet
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    University of Florida, Coastal & Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/211 | 3 | 2020-08-24 02:55:56 | 211 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: Hurricane Hugo hit U.S. Mainland on September 21, 1989just north of Charleston, South Carolina. It was billedas the most costly hurricane on record. The loss on themainland alone exceeded 7 billion dollars, more than15,000 homes were destroyed and the loss of livesexceeded forty.This article documents one aspect of the multi-destructionscaused by the hurricane - the water anderosion damage on water front or near water frontproperties. A general damage survey was given first,followed by assessment on the performance of variousengineered and non-engineering structures, on the majorfactors contributing to failures. Conclusions were thendrawn with recommendations for future improvement. (26pp.)
    Keywords: Atmospheric Sciences ; Engineering ; Hurricane Hugo ; South Carolina ; storm damage
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/471 | 3 | 2020-08-24 02:58:12 | 471 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: This report is to document the programs my colleague and I developed for computingtime-dependent nearshore hydrographic changes including beach profile responses.The time scale of the model is suitable for storm events to seasonalchanges, currently up to one year period. The model is very stable and is capableof handling complicated topographies including inlets and irregularly-shapedstructures such as curved jetties and breakwaters.The purpose of three-dimensional models is to predict the change of bottomtopography from the spatial distribution of the sediment transport rates, which areevaluated from the nearshore wave and current fields computed point by point insmall areas defined by a horizontal grid placed over the region of interest. Modelsof 3-D beach topography change require much fewer idealizations than do the linemodels. (Document has 43 pages.)
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Coast changes ; models ; nearshore currents
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/474 | 3 | 2020-08-24 02:59:04 | 474 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: This data report contains measurements of turbidity obtained near Hollywood,Florida, during the period of January 1990 to April 1992. Data were obtainedwithin one meter of the seabed in depths of 5 m and 10 m. Turbidity was found tovary significantly under natural conditions, with values during storms sometimesexceeding 29 NTU. Tables and plots of turbidity data are presented. (Document contains 77 pages.)
    Description: Florida Sea Grant College Program
    Keywords: Oceanography ; Engineering ; beach nourishment ; Hollywood ; Florida ; turbidity
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/477 | 3 | 2020-08-24 02:59:30 | 477 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report is the third annual report in a continuing series documenting a field projectwithin the Gulf Islands National Seashore at Perdido Key, Florida. The field project includesthe monitoring of a number of physical parameters related to the evolution of the Perdido Keybeach nourishment project. Approximately 4.1 million m3 of dredge spoil from Pensacola Passwere placed upon approximately 7 km of the Gulf of Mexico beaches and 3 million m3 offshoreof Perdido Key between November, 1989, and October, 1991.Beach profile data describing the evolution of the nourished beach are included, as wellas wave, current, tide, wind, temperature, and rainfall data to describe the forces influencingthe evolution. Data describing the sediment sizes throughout the project area are also included. A brief discussion of the data is included with an emphasis on evolution of the beach andoffshore nourishment. (Document contains 249 pages.)
    Description: Department of the Navy, Southern Division, Naval Facilities Engineering Command
    Keywords: Conservation ; Engineering ; Beach nourishment ; Sediment transport ; Perdido Key ; Florida ; Gulf Islands National Seashore
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    University of Florida, Department of Fisheries | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1084 | 3 | 2011-09-29 21:12:43 | 1084 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: This study investigated the status of fish communitiesin 12 naturally acid Florida lakes. The small, shallowlakes were located in the Ocala National Forest, the TrailRidge, and panhandle Florida; regions where lakes have lowacid neutralizing capacities and are considered sensitive tofurther acidification from anthropogenic sources.Fifteen species from seven families were capturedduring mark-recapture sampling. Warmouth (Lepomis gulosus)was the only cosmopolitan species in the study. Bluegill(Lepomis macrochirus) and largemouth bass (Micropterussalmoides), collected from 11 and 10 lakes, respectively,were also widely distributed species. Total fish abundanceand biomass were not related to lake pH or total alkalinity.(Document has 202 pages)
    Description: Research Work Order no. 73
    Description: PhD
    Description: This document was Cecil Jenning's Ph.D. dissertation submitted to the Department of Fisheries and Aquaculture, University of Florida.
    Keywords: Biology ; Limnology ; Chemistry ; lakes ; Florida ; fishes ; community ; water chemistry
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    Type: monograph
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1476 | 3 | 2011-09-29 20:31:04 | 1476 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: Inlets are common coastal features around the world. Essentially aninlet connects a lagoon, a bay or an estuary to the ocean (or sea), and theflow through the inlet channel is primarily induced by the tidal rise andfall of water level in the ocean. When speaking of the hydraulics of an inlet,one is interested mainly in determining the flow through the inlet andthe tidal variation in the bay, given the following:(1) Inlet geometry(2) Bay geometry(3) Bottom sediment characteristics in the inlet(4) Fresh water inflow into the bay (and out throughthe inlet)(5) Ocean tide characteristicsA combination of all these factors can produce a rather complex situation. (PDF contains 34 pages.)
    Keywords: Oceanography ; Engineering ; Tidal inlets
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1474 | 3 | 2011-09-29 20:31:13 | 1474 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: The purpose of this study was to determinethe actual direction of littoral transport along the north shore of SantaRosa Island in the vicinity of Pensacola Beach, Florida. To accomplish thisobjective the sand tracer method was used for the study. Visual observationsand instrument recordings of the environment factors were also made duringthe tracing operations. The investigation covered a time span from September14, 1976 to March 12, 1977.(PDF contains 68 pages.)
    Description: Sponsor: Department-of the Army Mobile District, Corps of Engineers Mobile, Alabama
    Keywords: Oceanography ; Engineering ; Santa Rosa Island ; Florida ; Longshore sediment transport
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1472 | 3 | 2011-09-29 20:31:18 | 1472 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: The framework of sediment budget concepts provides a formalized procedureto account for the various components of sediment flux and the changes ofvolume that occur within a given region. Sediment budget methodology can beuseful in a number of coastal engineering and research applications,including: inferring the amount of onshore sediment transport for a nearshoresystem that contains an "excess of sediment", determining sediment deficits todowndrift beaches as a result of engineering works at navigational entrances,evaluating the performance of a beach nourishment project, inferring thedistribution of longshore sediment transport across the surf zone, etc.This chapter reviews briefly the governing equations for sediment budgetcalculations, considers various measurement and other bases for determiningthe sediment flux components necessary to apply the sediment budget conceptand finally for illustration purposes, applies the sediment budget concept toseveral examples. (PDF contains 52 pages.)
    Description: PUBLISHED IN DYNAMICS OF SAND BEACHES, INTERNATIONAL CONFERENCE ON COASTAL ENGINEERING (ICCE) 20th TAIPEL, R.O.C. NOV., 1986.
    Keywords: Oceanography ; Engineering ; Sediment transport ; modeling
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1471 | 3 | 2011-09-29 20:31:48 | 1471 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: A fixed-bed hydraulic model of Jupiter Inlet, Florida, wasconstructed for the purpose of testing measures designed to remedyproblems of sediment erosion and deposition in the inlet area. Bothtide-induced flows as well as waves were simulated in the model whichwas built on an undistorted scale of 1:49. Model verification was basedon prototype measurements of waves, tides and currents. Results havebeen interpreted in terms of the influence of various proposed remedialschemes on flow velocity magnitude, distribution and wave height atvarious locations within the study area. A stability parameter has beenutilized for evaluating the degree of sediment erosion or deposition ata given location.Various structural solutions were examined in the model. It isproposed that, in the initial phase of solution implementation, sedimentremoval/nourishment methods be used primarily to mitigate the existingproblems. New structures, as per model test results, should beinstalled under subsequent phases, only if sediment managementprocedures do not prove to be adequate. The currently followedprocedure of periodic sand trap dredging may be extended to include thenew dredging/nourishment requirements. (PDF contains 245 pages.)
    Description: Submitted to: Jupiter Inlet District and Palm Beach County
    Keywords: Oceanography ; Engineering ; Hydraulic model ; Inlet hydraulics ; tidal inlets ; Jupiter Inlet ; Sedimentation ; Florida
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3106 | 130 | 2011-09-29 17:51:19 | 3106 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-01
    Description: The Alliance for Coastal Technologies (ACT) Workshop on Towed Vehicles: Undulating PlatformsAs Tools for Mapping Coastal Processes and Water Quality Assessment was convenedFebruary 5-7,2007 at The Embassy Suites Hotel, Seaside, California and sponsored by the ACT-PacificCoast partnership at the Moss Landing Marine Laboratories (MLML). The TUV workshopwas co-chaired by Richard Burt (Chelsea Technology Group) and Stewart Lamerdin (MLMLMarine Operations). Invited participants were selected to provide a uniform representation of theacademic researchers, private sector product developers, and existing and potential data productusers from the resource management community to enable development of broad consensus opinionson the application of TUV platforms in coastal resource assessment and management.The workshop was organized to address recognized limitations of point-based monitoring programs,which, while providing valuable data, are incapable of describing the spatial heterogeneityand the extent of features distributed in the bulk solution. This is particularly true as surveysapproach the coastal zone where tidal and estuarine influences result in spatially and temporallyheterogeneous water masses and entrained biological components. Aerial or satellite based remotesensing can provide an assessment of the aerial extent of plumes and blooms, yet provide no informationregarding the third dimension of these features. Towed vehicles offer a cost-effectivesolution to this problem by providing platforms, which can sample in the horizontal, vertical, andtime-based domains. Towed undulating vehicles (henceforth TUVs) represent useful platformsfor event-response characterization. This workshop reviewed the current status of towed vehicletechnology focusing on limitations of depth, data telemetry, instrument power demands, and shiprequirements in an attempt to identify means to incorporate such technology more routinely inmonitoring and event-response programs. Specifically, the participants were charged to addressthe following: (1) Summarize the state of the art in TUV technologies; (2) Identify how TUVplatforms are used and how they can assist coastal managers in fulfilling their regulatory and managementresponsibilities; (3) Identify barriers and challenges to the application of TUV technologiesin management and research activities, and (4) Recommend a series of community actions toovercome identified barriers and challenges.A series of plenary presentation were provided to enhance subsequent breakout discussions bythe participants. Dave Nelson (University of Rhode Island) provided extensive summaries andreal-world assessment of the operational features of a variety of TUV platforms available in theUNOLs scientific fleet. Dr. Burke Hales (Oregon State University) described the modification ofTUV to provide a novel sampling platform for high resolution mapping of chemical distributionsin near real time. Dr. Sonia Batten (Sir Alister Hardy Foundation for Ocean Sciences) providedan overview on the deployment of specialized towed vehicles equipped with rugged continuousplankton recorders on ships of opportunity to obtain long-term, basin wide surveys of zooplanktoncommunity structure, enhancing our understanding of trends in secondary production in the upperocean. [PDF contains 32 pages]
    Description: NOAA
    Keywords: Engineering ; Environment ; Planning
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3111 | 130 | 2011-09-29 17:51:47 | 3111 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-01
    Description: The Alliance for Coastal Technologies (ACT) convened a Workshop on "Recent Developments in In Situ Nutrient Sensors: Applications and Future Directions" from 11-13 December, 2006. The workshop was held at the Georgia Coastal Center in Savannah, Georgia, with local coordination provided by the ACT partner at the Skidaway Institute of Oceanography (University System of Georgia). Since its formation in 2000, ACT partners have been conducting workshops on various sensor technologies and supporting infrastructure for sensor systems. This was the first workshop to revisit a topic area addressed previously by ACT.An earlier workshop on the "State of Technology in the Development and Application of Nutrient Sensors" was held in Savannah, Georgia from 10-12 March, 2003. Participants in the first workshop included representatives from management, industry, and research sectors. Among the topics addressed at the first workshop were characteristics of "ideal" in situ nutrient sensors, particularly with regard to applications in coastal marine waters.In contrast, the present workshop focused on the existing commercial solutions. The in situ nutrient sensor technologies that appear likely to remain the dominant commercial options for the next decade are reagent-based in situ auto-analyzers (or fluidics systems) and an optical approach (spectrophotometric measurement of nitrate). The number of available commercial systems has expanded since 2003, and community support for expanded application and further development of these technologies appears warranted. Application in coastal observing systems, including freshwater as well as estuarine and marine environments, was a focus of the present workshop.This included discussion of possible refinements for sustained deployments as part of integrated instrument packages and means to better promote broader use of nutrient sensors in observing system and management applications. The present workshop also made a number of specific recommendations concerning plans for a demonstration of in situ nutrient sensor technologies that ACT will be conducting in coordination with sensor manufacturers.[PDF contains 40 pages]
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3120 | 130 | 2011-09-29 17:52:40 | 3120 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-25
    Description: A three day workshop on turbidity measurements was held at the Hawaii Institute of MarineBiology from August 3 1 to September 2, 2005. The workshop was attended by 30 participantsfrom industry, coastal management agencies, and academic institutions. All groups recognizedcommon issues regarding the definition of turbidity, limitations of consistent calibration, and thelarge variety of instrumentation that nominally measure "turbidity." The major recommendations,in order of importance for the coastal monitoring community are listed below:1. The community of users in coastal ecosystems should tighten instrument designconfigurations to minimize inter-instrument variability, choosing a set of specificationsthat are best suited for coastal waters. The IS0 7027 design standard is not tight enough.Advice on these design criteria should be solicited through the ASTM as well as Federaland State regulatory agencies representing the majority of turbidity sensor end users.Parties interested in making turbidity measurements in coastal waters should developdesign specifications for these water types rather than relying on design standards madefor the analysis of drinking water.2. The coastal observing groups should assemble a community database relating output ofspecific sensors to different environmental parameters, so that the entire community ofusers can benefit from shared information. This would include an unbiased, parallel studyof different turbidity sensors, employing a variety of designs and configuration in thebroadest range of coastal environments.3. Turbidity should be used as a measure of relative change in water quality rather than anabsolute measure of water quality. Thus, this is a recommendation for managers todevelop their own local calibrations. See next recommendation.4. If the end user specifically wants to use a turbidity sensor to measure a specific waterquality parameter such as suspended particle concentration, then direct measurement ofthat water quality parameter is necessary to correlate with 'turbidity1 for a particularenvironment. These correlations, however, will be specific to the environment in whichthey are measured. This works because there are many environments in which watercomposition is relatively stable but varies in magnitude or concentration. (pdf contains 22 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Oceanography ; Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3110 | 130 | 2011-09-29 17:51:42 | 3110 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-01
    Description: This Alliance for Coastal Technologies (ACT) workshop was convened to assess the availabilityand state of development of conductivity-temperature sensors that can meet the needs of coastalmonitoring and management communities. Rased on the discussion, there are presently a numberof commercial sensor options available, with a wide range of package configurations suitable fordeployment in a range of coastal environments. However, some of the central questions posedin the workshop planning documents were left somewhat unresolved. The workshop descriptionemphasized coastal management requirements and, in particular, whether less expensive, easilydeployed, lower-resolution instruments might serve many management needs. While several participantsexpressed interest in this class of conductivity-temperature sensors, based on input fromthe manufacturers, it is not clear that simply relaxing the present level of resolution of existing instrumentswill result in instruments of significantly lower unit cost. Conductivity-temperature sensorsare available near or under the $1,000 unit cost that was operationally defined at the workshopas a breakpoint for what might be considered to be a "low cost" sensor. For the manufacturers, akey consideration before undertaking the effort to develop lower cost sensors is whether there willbe a significant market. In terms of defining "low cost," it was also emphasized that the "life cyclecosts" for a given instrument must be considered (e.g., including personnel costs for deploymentand maintenance). An adequate market survey to demonstrate likely applications and a viablemarket for lower cost sensors is needed. Another topic for the workshop was the introductionto the proposed ACT verification for conductivity-temperature sensors. Following a summaryof the process as envisioned by ACT, initial feedback was solicited. Protocol development willbe pursued further in a workshop involving ACT personnel and conductivity-temperature sensormanufacturers.[PDF contains 28 pages]
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Earth Sciences ; Environment ; Chemistry
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/236 | 3 | 2011-09-29 22:22:36 | 236 | Florida Sea Grant College Program
    Publication Date: 2021-06-27
    Description: Conference themes addressed: Applications and Restoration Targets,the Mangrove-Estuarine Transition Zone, Benthic Habitats, Water Quality, Physical Processes,Higher Trophic Levels, and Adjacent Systems.
    Keywords: Conservation ; Ecology ; Fisheries ; Biology ; Engineering ; Chemistry ; Florida Bay ; research ; conferences
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    Type: book
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    Florida State University, Department of Economics | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/299 | 3 | 2020-08-24 02:44:49 | 299 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: Registered boats less than 26 feet in Florida have expanded from 449,995 in 1982 to 620,548 in 1993,a 38 percent increase. Boats of this size are likely to be trailered to boat ramps for access towater bodies in and around the state. This increased demand for boat ramps has been accompanied bymany studies and surveys indicating a need for more public boat ramps and that existing ramps needimprovement. This report covers boat ramp issues and boaters' willingness to pay for manatee protection. (106pp.)
    Description: National Oceanographic and Atmospheric Administration, U.S. Department of Commerce
    Description: NA 36RG-0070,
    Keywords: Conservation ; Fisheries ; Engineering ; Environment ; boating industry ; manatees ; ramps ; Florida
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/479 | 3 | 2020-08-24 03:00:10 | 479 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: The objectives of this study were 1) to determine the maximum structure-inducedlocal sediment scour depths for the proposed bridge piers for the Merrill BarberBridge over Indian River on.State Road 60 in Indian River County, Florida and 2) todetermine the feasibility of predicting equilibrium local scour depths near complexmultiple pile bridge piers from bottom shear stresses on the prescoured bed. Aseries of hydrodynamic tests were conducted in a laboratory flume (100 ft long x 8 ftwide x 2 ft deep) where flow velocities near model piers were measured with a twocomponent constant temperature anemometer at a height of 3 mm above the bed. Bottomshear stresses were then estimated from the flow measurements. The piers (which are1/15 scale models of proposed Merrill Barber Bridge piers) consisted of thirtysixsquare piles (3 columns of 12) and a pile cap that was positioned at differentelevations above the bottom. Two different pile cap shapes were also considered. Asimple relationship between the prescoured bottom shear stress and the equilibriumlocal scour depth was postulated.Sediment scour tests were then conducted in the same flume with the samemodels. The average duration of these tests was 28 hours. Scour depths weremeasured periodically throughout these tests using an acoustic transponder. Thescour measurements were used 1) to establish the maximum scour depths for the MerrillBarber Bridge piers and 2) to calibrate and test the scour-shear stress relationship.Even though the range of conditions tested was somewhat limited, the approach appearspromising and should be pursued further. A number of interesting findings were maderegarding the rate at which scour occurs in these complex structures. (Document contains 134 pages.)
    Keywords: Engineering ; Earth Sciences ; scouring ; bridges ; Florida ; Merril P Barber Bridge
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/493 | 3 | 2020-08-24 03:01:09 | 493 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: Covers the engineering aspects of beach nourishment.(Document is 192 pages)
    Keywords: Oceanography ; Engineering ; Beach nourishment ; Florida
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/496 | 3 | 2020-08-24 03:02:24 | 496 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents the results of laboratory studies which were carried out in the Coastaland Oceanographical Engineering Laboratory to investigate the effects of ground water tableelevations on the beach profile changes over the swash zone. The experiment was conducted atthree different water table levels while the other experimental conditions were fixed to constantvalues with regular waves. The water table levels included (1) normal water table level whichis the same as mean sea level, (2) a higher level and (3) a lower level than the mean sealevel. Special attention was given to the higher water level to investigate whether this levelenhances erosion of the beach face and also to methods of interpreting the experimental data.The experiment described herein was carried out with a fairly fine sand and has demonstratedthe significance of beach water table on profile dynamics. The increased water table levelcaused distinct effects in three definite zones. First, erosion occurred at the base of the beachface and the sand eroded was carried up and deposited on the upper portion of the beachface. Secondly, the bar trough deepened considerably and rapidly and the eroded sand wasdeposited immediately landward. This depositional area changed from mildly erosional tostrongly depositional. Third, the area seaward of the bar eroded with a substantial deepening.The lowered water table appeared to result in a much more stable beach and the resultingeffects were much less. The only noticeable trend was a limited deposition in the scour area atthe base of the beach face. (Document has 37 pages.)
    Keywords: Oceanography ; Limnology ; Engineering ; Earth Sciences ; Beach erosion ; ground water
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/495 | 3 | 2020-08-24 03:01:50 | 495 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: The focus of this study was the flow patterns of a flood tide near an inlet. The objectiveswere to examine flood flow patterns with particular reference to non-uniform or selectivewithdrawal as influenced by bottom topography and longshore currents, and to test theapplicability of conceptually simple analytic solutions to realistic sandy inlet bottom topographies,which often include an ebb shoal. Specifically, the applicability of three analytic solutions, twoof which include offshore selective withdrawal, to modeling of tidal water withdrawal duringflood tide under variable bottom topography and varying ratios of longshore current to inletvelocity, was examined. The three analytic solutions, including those for a horizontal (flat)bottom, a linearly sloping bottom and a logarithmically sloping bottom, together with a uniformlongshore current, were derived using potential flow theory. These solutions exhibit uniformlydistributed flows, selective offshore withdrawal, or an exaggerated offshore withdrawal,respectively, depending on the bottom slope. In order to investigate the flow patterns that exist during flood flow at a real inlet, experiments were conducted in a fixed bed hydrodynamic modelof Jupiter Inlet, Florida. Measurements were made to determine streamlines and velocities. Afield study at the prototype also tracked drogue patterns to determine streamlines and velocities.The physical model tests compared well with the field data. Comparison of thelaboratory and field data was then made to the analytic solutions to determine whether thetopography at Jupiter Inlet, which includes a well-developed ebb shoal, simulates a flat, meanlinearly or logarithmically sloping bottom. By comparing velocities at six selected points, asignificant relationship between the physical model and field data to the flat bottom analyticsolution was evident. The physical model tests and field data suggested that the flood tidal prismwas drawn from the region predominantly shoreward of the ebb shoal, thus implying a nearshoreselective withdrawal. Because the flood tidal prism was drawn from the nearshore, the flowpatterns at Jupiter Inlet did not resemble the analytic solutions of a linearly or logarithmicallysloping bottom, even though over a relatively long distance offshore, the bottom topography doesslope offshore at this inlet. In general, different inlet topographies would lend themselves todifferent analytic solutions, two examples being 1) the linearly sloping bottom of Koombana BayInlet, Australia, which shows an offshore selective withdrawal and 2) the basin-like nearfieldtopography of Jupiter Inlet which shows a more uniform nearshore withdrawal. The implicationsof this study are relevant to inlet management issues such as the mining of an ebb shoal for useas a source of beach sediment and changes in larval transport patterns due to jetty modifications. (Document has 97 pages.)
    Description: Thesis, M.S., Engineering
    Keywords: Oceanography ; Engineering ; Tidal inlets ; Jupiter Island ; Florida
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    Florida Cooperative FIsh and Wildlife Research Unit, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1116 | 3 | 2011-09-29 21:06:16 | 1116 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: A comparison between a 1985 photo-interpreted vegetation mapand a vegetation map made from classified 1987 satellite data ofthe Loxahatchee National Wildlife Refuge showed that 81% ofsamples taken in areas occupied by cattail (Typha sp.) on thephoto-interpreted map corresponded with cattail on the satellitedata map.(5 page document)
    Keywords: Biology ; Limnology ; Engineering ; Loxahatchee National Wildlife Refuge ; satellite imagery ; cattail ; Typha sp.
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    University of Florida, Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1069 | 3 | 2011-09-29 21:11:07 | 1069 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-05
    Description: To predict the hydrodynamics of lakes, estuaries and shallow seas, a two 'dimensionalnumerical model is developed using the method of fractional steps. Thegoverning equations, i.e., the vertically integrated Navier-Stokes equations of fluidmotion, are solved through three steps: advection, diffusion and propagation. Thecharacteristics method is used to solve the advection, the alternating direction implicitmethod is applied to compute the diffusion, and the conjugate gradient iterativemethod is employed to calculate the propagation. Two ways to simulatethe moving boundary problem are studied. The first method is based on the weirformulation. The second method is based on the assumption that a thin water layerexists over the entire dry region at all times. A number of analytical solutions areused to validate the model. The model is also applied to simulate the wind drivencirculation in Lake Okeechobee, Florida.(135 page document)
    Keywords: Oceanography ; Limnology ; Engineering ; hydrodynamics ; simulations ; lakes ; estuaries ; Lake Okeechobee ; Florida ; thesis
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1475 | 3 | 2011-09-29 20:31:06 | 1475 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: Inlets which require frequent channel dredging due to gradual shoaling,exhibit migration, or shoal up during storms, are in general unstable andpose a problem to the engineer. This problem of inlet stability is a complexone, because of the rather large number of variables that go into definingstability. The reference here is to inlets on sandy coasts only, becausethe absence of sand or similar sedimentary material the problem does notarise. Shell is also found in varying proportions with sand. Some of thisis. new, whereas in some areas it is ancient reworked material whose sizedistribution is close to that of the sand with which it is associated. (PDF has 24 pages.)
    Keywords: Oceanography ; Engineering ; Tidal inlets
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3119 | 130 | 2011-09-29 17:52:39 | 3119 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-25
    Description: The Alliance for Coastal Technologies (ACT) Workshop entitled "Technologies for MeasuringCurrents in Coastal Environments" was held in Portland, Maine, October 26-28, 2005, withsponsorship by the Gulf of Maine Ocean Observing System (GoMOOS), an ACT partnerorganization. The primary goals of the event were to summarize recent trends in nearshoreresearch and management applications for current meter technologies, identify how currentmeters can assist coastal managers to fulfill their regulatory and management objectives, and torecommend actions to overcome barriers to use of the technologies. The workshop was attendedby 25 participants representing state and federal environmental management agencies,manufacturers of current meter technologies, and researchers from academic institutions andprivate industry.Common themes that were discussed during the workshop included 1) advantages and limitationsof existing current measuring equipment, 2) reliability and ease of use with each instrument type,3) data decoding and interpretation procedures, and 4) mechanisms to facilitate better training andguidance to a broad user group. Seven key recommendations, which were ranked in order ofimportance during the last day of the workshop are listed below.1. Forums should be developed to facilitate the exchange of information among users andindustry:a) On-line forums that not only provide information on specific instruments andtechnologies, but also provide an avenue for the exchange of user experiences withvarious instruments (i.e. problems encountered, cautions, tips, advantages, etc). (seeReferences for manufacturer websites with links to application and technical forums atend of report)b) Regional training/meetings for operational managers to exchange ideas on methods formeasuring currents and evaluating data.c) Organize mini-meetings or tutorial sessions within larger conference venues.2. A committee of major stakeholders should be convened to develop common standards(similar to the Institute of Electrical and Electronics Engineers (IEEE) committee) thatenable users to switch sensors without losing software or display capabilities. (pdf contains 28 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Oceanography ; Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3124 | 130 | 2011-09-29 17:52:48 | 3124 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-25
    Description: The Alliance for Coastal Technologies (ACT) held a Workshop on Sensor Technology forAssessing Groundwater-Surface Water Interactions in the Coastal Zone on March 7 to 9,2005 inSavannah, GA. The main goal of the workshop was to summarize the general parameters, whichhave been found to be useful in assessing groundwater-surface water (GW-SW) interactions in thecoastal zone. The workshop participants (Appendix I) were specifically charged with identifyingthe types of sensor systems, if any, that have been used to obtain time-series data and to makeknown which parameters may be the most amenable to the development/application of sensortechnology. The group consisted of researchers, industry representatives, and environmentalmanagers.Four general recommendations were made:1. Educate coastal managers and agencies on the importance of GW-SW interactions,keeping in mind that regulatory agencies are driven by a different set of rules thanresearchers: the focus is on understanding the significance of the problem and providingsolutions. ACT could facilitate this process in two ways. First, given that the researchliterature on this subject is fairly diffuse, ACT could provide links from its web site to factsheets or other literature. Second, ACT could organize a focused meeting for managersand/or agency groups.Encourage development of primary tools for quantifying flow. The most promisingtechnology in this respect is flow meters designed for flux chambers, mainly because theyshould be simple to use and can be made relatively inexpensively. However, it should bekept in mind that they provide only point measurements and several would need to bedeployed as a network in order to obtain reliable flow estimates. For evaluating systemwide GW-SW interactions, tools that integrate the signal over large areas would berequired. Suggestions include a user-friendly hydrogeologic models, keeping in mind thatfreshwater flow is not the entire story, or continuous radon monitors. Though the latterwould be slightly more difficult to use in terms of background knowledge, such aninstrument would be low power and easy to operate and maintain. ACT could facilitatethis recommendation by identifying funding opportunities on its web site and/orperforming evaluations of existing technologies that could be summarized on the web site. (pdf contains 18 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    Alliance for Coastal Technologies(ACT) | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3109 | 130 | 2011-09-29 17:51:40 | 3109 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-01
    Description: The Alliance for Coastal Technologies (ACT) Workshop entitled, "Biological Platforms as Sensor Technologies and their Use as Indicators for the Marine Environment" was held in Seward, Alaska, September 19 - 21,2007. The workshop was co-hosted by the University of Alaska Fairbanks (UAF) and the Alaska SeaLife Center (ASLC). The workshop was attended by 25 participants representing a wide range of research scientists, managers, and manufacturers who develop and deploy sensory equipment using aquatic vertebrates as the mode of transport.Eight recommendations were made by participants at the conclusion of the workshop and are presentedhere without prioritization:1. Encourage research toward development of energy scavenging devices of suitable sizes foruse in remote sensing packages attached to marine animals.2. Encourage funding sources for development of new sensor technologies and animal-bornetags.3. Develop animal-borne environmental sensor platforms that offer more combined systemsand improved data recovery methodologies, and expand the geographic scope of complementaryfixed sensor arrays.4. Engage the oceanographic community by:a. Offering a mini workshop at an AGU ocean sciences conference for people interestedin developing an ocean carbon program that utilizes animal-borne sensor technology.b. Outreach to chemical oceanographers.5. Min v2d6.sheepserver.net e and merge technologies from other disciplines that may be appliedto marine sensors (e.g. biomedical field).6. Encourage the NOAA Permitting Office to:a. Make a more predictable, reliable, and consistent permitting system for using animalplatforms.b. Establish an evaluation process.c. Adhere to established standards.7. Promote the expanded use of calibrated hydrophones as part of existing animal platforms.8. Encourage the Integrated Ocean Observing System (IOOS) to promote animal tracking aseffective samplers of the marine environment, and use of animals as ocean sensor technologyplatforms. [PDF contains 20 pages]
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Oceanography ; Engineering ; Environment
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/285 | 3 | 2011-09-29 22:17:11 | 285 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: The level of activity and interest in “marine biotechnology” among Florida universityfaculty and allied laboratory scientists is reported in this document. The information will beused to (1) promote networking and collaboration in research and education, (2) informindustry of possible academic partners, (3) identify contacts interested in potential new sourcesof funding, and (4) assist development of funding for a statewide marine biotechnologyresearch, training and development program.This document is the first of its kind. Institutions of higher learning were given theopportunity to contribute both an overview of campus capabilities and individual facultyExpressions of Scientific Interest. They are listed in the table of contents. (104pp.)
    Description: Office of Sea Grant, National Oceanic and Atmospheric Administration
    Keywords: Oceanography ; Biology ; Engineering
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/411 | 3 | 2020-08-24 02:50:13 | 411 | Florida Sea Grant College Program
    Publication Date: 2021-06-29
    Description: The Atlas of Artificial Reefs in Florida -- Fifth Edition, provides the public with information to locate artificial reefs constructed forfisheries enhancement, and for the enjoyment of fishing and diving by residents and visitors to Florida's coastal waters.This edition expands on the information that was included in earlier versions by adding thirty-five new permitted sites and 250additional components deployed on these and many pre-existing sites. A variety of sources of information have been utilized to acquire themost accurate and complete information in order to present the most up-to-date artificial reef listing possible for Florida. With the magnitudeof reef construction over the last 30 years there are potential opportunities for inaccurate information, especially with nearly 900 componententries on approximately 364 permitted sites. (59pp.)
    Keywords: Management ; Fisheries ; Engineering ; Florida ; artificial reefs
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/472 | 3 | 2020-08-24 02:58:29 | 472 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: One and two-dimensional, second order turbulence plant canopy flowmodels were developed for the purpose of estimating the effect ofcoastal vegetation on wind blown sand transport. The computer programthat solves the governing differential equations uses measured leafarea density profiles and drag coefficients for crop plants similar inshape and size to the more common coastal vegetation in Florida. (Document has 57 pages.)
    Keywords: Atmospheric Sciences ; Engineering ; Earth Sciences ; coastal vegetation ; dunes ; winds ; sediment transport
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/467 | 3 | 2020-08-24 02:57:18 | 467 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: Part I. Relationships between the rate of bed fluidization and the rate of wave energy dissipation, by Jingzhi Feng and Ashish J. Mehta and Part II. In-situ rheometry for determining the dynamic response of bed, by David J.A. Williams and P. Rhodri Williams.A series of preliminary laboratory flume experiments were carried out to examine the time-dependentbehavior of a cohesive soil bed subjected to progressive, monochromatic waves. The bed was an aqueous,50/50 (by weight) mixture of a kaolinite and an attapulgite placed in a plexiglass trench. The nominal bedthickness was 16 cm with density ranging from 1170 to 1380 kg/m 3, and water above was 16 to 20 cmdeep. Waves of design height ranging from 2 to 8 cm and a nominal frequency of 1 Hz were run fordurations up to 2970 min. Part I of this report describes experiments meant to examine the rate at whichthe bed became fluidized, and its relation to the rate of wave energy dissipation. Part II gives results onin-situ rheometry used to track the associated changes in bed rigidity.Temporal and spatial changes of the effective stress were measured during the course of wave action,and from these changes the bed fluidization rate was calculated. A wave-mud interaction model developedin a companion study was employed to calculate the rate of wave energy dissipation. The dependence ofthe rate of fluidization on the rate of energy dissipation was then explored.Fluidization, which seemingly proceeded down from the bed surface, occurred as a result of the lossof structural integrity of the soil matrix through a buildup of the excess pore pressure and the associated loss of effective stress. The rate of fluidization was typically greater at the beginning of wave action andapparently approached zero with time. This trend coincided with the approach of the rate of energydissipation to a constant value. In general it was also observed that, for a given wave frequency, the largerthe wave height the faster the rate of fluidization and thicker the fluid mud layer formed. On the otherhand, increasing the time of bed consolidation prior to wave action decreased the fluidization rate due togreater bed rigidity. Upon cessation of wave action structural recovery followed.Dynamic rigidity was measured by specially designed, in situ shearometers placed in the bed atappropriate elevations to determine the time-dependence of the storage and loss moduli, G' and G", ofthe viscoelastic clay mixture under 1 Hz waves. As the inter-particle bonds of the space-filling, bedmaterial matrix weakened, the shear propagation velocity decreased measurably. Consequently, G'decreased and G" increased as a transition from dynamically more elastic to more viscous responseoccurred. These preliminary experiments have demonstrated the validity of the particular rheometrictechnique used, and the critical need for synchronous, in-situ measurements of pore pressures and modulicharacterizing bed rheology in studies on mud fluidization.This study was supported by WES contract DACW39-90-K-0010.(This document contains 151 pages.)
    Keywords: Engineering ; Cohesive sediments ; Resuspension ; Energy dissipation ; Rheology ; Fluidization ; Rheometry ; Fluid mud ; Water waves ; Pore pressures
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/492 | 3 | 2020-08-24 03:00:51 | 492 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: With the rapid growth and development of barrier islands, understanding the long-termstability of these islands is an integral part of future coastal planning. The overwash process isthe largest influence on the long-term stability of these islands and thus a correspondingunderstanding is of major importance. A laboratory experiment was undertaken to physicallymodel the wave and current forcing as they pertain to the overwash process. The physical modelwas subjected to various storm conditions common to the occurrence of the overwash.Combinations of wave height, wave period, and overwash depth were tested in an attempt toisolate the significant parameters. Water surface gradients were also applied to observe theirinfluence on the overwash process. Wave height, current, and bed profile measurements weretaken at different locations throughout the tank. In addition, wave height transformationmodeling and mean current prediction were performed and compared to the laboratory results inan attempt to model the overwash process through computer simulations. (Document has 132 pages)
    Description: Thesis, M.S. Engineering
    Keywords: Oceanography ; Engineering ; Barrier islands ; storms ; overwash
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/497 | 3 | 2020-08-24 03:02:42 | 497 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: The mechanism by which fluid mud is formed by water wave motion over coastal andestuarine cohesive soil beds is of evident interest in understanding and interpreting themicrofabric of flow-deposited fine sediments in shallow waters, and hence the erodibilityof muddy beds due to hydrodynamic forcing. This study investigated water wave-inducedfluidization of cohesive soil beds composed of a 50/50 (by weight) mixture of a commercialattapulgite and a kaolinite in a laboratory flume. Temporal and spatial changes of theeffective stress were measured during the course of wave action, and from these changesthe bed fluidization rate was calculated. A previously developed hydrodynamic wave-mudinteraction model of the two-layered water-mud system was employed to study the natureand the degree of wave dissipation, in terms of energy dissipation rate, during the bed fluidizationprocess. By evaluating the mud rheological properties separately, a mud viscositymodel was developed, which was then used in conjunction with the wave-mud interactionmodel to obtain an effective sheared thickness of the bed resulting from wave action. Thisthickness, considered to be a representative of the fluidized mud thickness, was comparedwith the latter obtained from pressure measurements. Also, through this wave-mud modelthe relationship between the rate of fluidization and the rate of wave energy dissipationduring fluidization was examined. In general, for a given wave frequency, a larger wave fluidized the bed at a faster rateand to a greater depth than a smaller one. Furthermore, increased bed consolidation timedecreased the rate of fluidization due to increased mud rigidity. The rate of bed fluidizationwas typically greater at the beginning of wave action and decreased with time. Eventuallythis rate approached zero, while in some cases the wave energy dissipation rate approached aconstant value, which increased with wave height. As the fluidization rate approached zero,there appeared to occur an equilibrium value of the bed elevation, and hence a fluid mudthickness, for a given wave condition. During the fluidization process the bed apparentlylost its structural integrity by loss of the effective stress through a build-up of the excesspore water pressure. After wave action ceased, the bed structure exhibited recovery bydissipation of the excess pore water pressure.Further studies will be required in which the hydrodynamic model must be improved viaa more realistic description of mud rheology and relaxation of the shallow water assumption,and better pressure data must be obtained than in the present study. Nevertheless, thisinvestigation has been instructive in demonstrating relationships between the degree of mudfluidization, wave energy dissipation and bed consolidation time, and thus offers insight intoan important mechanism by which coastal and estuarine muds are eroded by wave action. (Document has125 pages.)
    Description: Thesis, M.S., Engineering
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Muds ; Rheology ; Waves
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/494 | 3 | 2020-08-24 03:01:30 | 494 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: In this final report on the investigation of the potentialities of improvedcoastal engineering management of Jupiter Inlet, Florida, three management-guidingissues were considered: better control of the erosion of the south beach, betternavigation access and safety, and better control (reduction) of sediment influx into theinlet channel and upstream points in the Loxahatchee River estuary. The first twoissues have been particularly outstanding, due to persistent concern for the inherentdeficiencies in the protocol for sand pumping and placement on the beach that tends toerode away rapidly, and the concern for conditions for navigation of vessels in theproximity of the inlet in open waters. With regard to the third issue, despite thereasonably successful ongoing program to pump sand out of the borrow areas within theinlet channel, other areas such as some of the marinas in the inlet area, as well as theregion of the Loxahatchee River west of the Florida East Coast Railroad bridge, havebeen experiencing slow but persistent sedimentation.Contingent upon a series of coastal and environmental engineering investigations,a range of engineering actions that could mitigate erosion, navigation and sedimentationproblems were considered. Based on the physical and ecological impacts that would becaused by these actions, two sets of action options that have net beneficial impacts dueto action implementation have been proposed. The first is a set of interdependentaction options that must be instituted inherently in a time-wise phased manner. Thesecond is a set of independent action options which can be instituted as and when desired. For determining the overall feasibility of any action option, it will benecessary to weigh the technical benefits against costs, which are provided. It shouldbe emphasized however that, considering the overwhelmingly observational nature ofcoastal science, the estimates of potential benefits are essentially and inherentlysubjective, and the costs very approximate, especially in cases where the desiredtechnology is in the "bench" stage. (Document has 231 pages)
    Description: This publication is being made available as part of the report series written by the faculty, staff, and students of the Coastal and Oceanographic Program of the Department of Civil and Coastal Engineering.
    Keywords: Management ; Oceanography ; Engineering ; Beach erosion ; Inlet management ; Jupiter Inlet ; Loxahatchee River ; Tidal entrances ; Florida
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/543 | 3 | 2020-08-24 03:06:11 | 543 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This thesis examines the historical shoreline response to inlet modifications and sealevel rise. Inlet modifications are considered to be the geographic stabilization and training(through the use of structures) of natural inlets and the creation and further modification ofartificial inlets. Shoreline response to natural and artificial processes must be understood inorder to predict the performance of the coastline. The tendency for creating and modifyinginlets increases as industry and population growth demands. Sea level rise is a natural processwhich cannot be controlled at this time. Current theoretical approaches to predictingshoreline response indicate that sea level rise and inlet modifications can cause substantialshoreline impact. Florida, with roughly a century of shoreline position and relative sea leveldata, provides a basis for examining past trends and comparing them with theory.The shoreline of Florida was found to be accreting with the greatest accretion alongthe east coast. Shoreline responses within the boundaries of the erosional influence of inletsdue to their creation and/or modification were examined for 19 inlets around the coast ofFlorida. The differences in the shoreline response before and after the initial modification ofeach inlet show the erosional strain that inlets apply on the nearby shoreline. The effect onshoreline response due to the human intervention (unnatural processes) of modifying inletswas isolated and examined. The shoreline response due to this "human intervention" was erosional, thereby showing the negative impact that modified inlets have on shorelines. Thisinduced erosion is responsible for the loss of roughly 21.6 million cubic yards of sand from theshoreline that is within the erosional influence of Florida's east coast inlets. Combining theshoreline changes due only to natural processes with sea level rise data allows for comparisonwith the commonly accepted Bruun Rule for shoreline response as a result of a changingsea level. This comparison and the effects of including a lag time between a rise in sea leveland a change in shoreline along the east coast of Florida during the last century show noagreement with the Bruun Rule and no correlation with a specific lag time. (153 pp.)
    Description: College of Engineering, M.S. Thesis
    Keywords: Oceanography ; Engineering ; Planning ; Sea level rise ; Inlets ; Florida
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3117 | 130 | 2011-09-29 17:52:04 | 3117 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-25
    Description: The Alliance for Coastal Technologies (ACT) Workshop on Optical Remote Sensing of CoastalHabitats was convened January 9-11, 2006 at Moss Landing Marine Laboratories in MossLanding, California, sponsored by the ACT West Coast regional partnership comprised of theMoss Landing Marine Laboratories (MLML) and the Monterey Bay Aquarium Research Institute(MBARI). The "Optical Remote Sensing of Coastal Habitats" (ORS) Workshop completesACT'S Remote Sensing Technology series by building upon the success of ACT'S West CoastRegional Partner Workshop "Acoustic Remote Sensing Technologies for Coastal Imaging andResource Assessment" (ACT 04-07). Drs. Paul Bissett of the Florida Environmental ResearchInstitute (FERI) and Scott McClean of Satlantic, Inc. were the ORS workshop co-chairs. Invitedparticipants were selected to provide a uniform representation of the academic researchers, privatesector product developers, and existing and potential data product users from the resource managementcommunity to enable development of broad consensus opinions on the role of ORS technologiesin coastal resource assessment and management.The workshop was organized to examine the current state of multi- and hyper-spectral imagingtechnologies with the intent to assess the current limits on their routine application for habitat classificationand resource monitoring of coastal watersheds, nearshore shallow water environments,and adjacent optically deep waters. Breakout discussions focused on the capabilities, advantages,and limitations of the different technologies (e.g., spectral & spatial resolution), as well as practicalissues related to instrument and platform availability, reliability, hardware, software, and technicalskill levels required to exploit the data products generated by these instruments. Specifically,the participants were charged to address the following: (1) Identify the types of ORS data productscurrently used for coastal resource assessment and how they can assist coastal managers in fulfillingtheir regulatory and management responsibilities; (2) Identify barriers and challenges to theapplication of ORS technologies in management and research activities; (3) Recommend a seriesof community actions to overcome identified barriers and challenges.Plenary presentations by Drs. Curtiss 0. Davis (Oregon State University) and Stephan Lataille(ITRES Research, Ltd.) provided background summaries on the varieties of ORS technologiesavailable, deployment platform options, and tradeoffs for application of ORS data products withspecific applications to the assessment of coastal zone water quality and habitat characterization.Dr. Jim Aiken (CASIX) described how multiscale ground-truth measurements were essential fordeveloping robust assessment of modeled biogeochemical interpretations derived from opticallybased earth observation data sets. While continuing improvements in sensor spectral resolution,signal to noise and dynamic range coupled with sensor-integrated GPS, improved processing algorithmsfor georectification, and atmospheric correction have made ORS data products invaluablesynoptic tools for oceanographic research, their adoption as management tools has lagged. SethBlitch (Apalachicola National Estuarine Research Reserve) described the obvious needs for, yetsubstantial challenges hindering the adoption of advanced spectroscopic imaging data productsto supplement the current dominance of digital ortho-quad imagery by the resource managementcommunity, especially when they impinge on regulatory issues. (pdf contains 32 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3122 | 130 | 2011-09-29 17:52:44 | 3122 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-25
    Description: The Alliance for Coastal Technologies (ACT) Workshop on Trace Metal Sensors for CoastalMonitoring was convened April 11-13, 2005 at the Embassy Suites in Seaside, California withpartnership from Moss Landing Marine Laboratories (MLML) and the Monterey Bay AquariumResearch Institute (MBARI).Trace metals play many important roles in marine ecosystems. Due to their extreme toxicity, theeffects of copper, cadmium and certain organo-metallinc compounds (such as tributyltin andmethylmercury) have received much attention. Lately, the sublethal effects of metals onphytoplankton biochemistry, and in some cases the expression of neurotoxins (Domoic acid),have been shown to be important environmental forcing functions determining the compositionand gene expression in some groups. More recently the role of iron in controlling phytoplanktongrowth has led to an understanding of trace metal limitation in coastal systems. Although metalsplay an important role at many different levels, few technologies exist to provide rapid assessmentof metal concentrations or metal speciation in the coastal zone where metal-induced toxicity orpotential stimulation of harmful algal blooms, can have major economic impacts. This workshopfocused on the state of on-site and in situ trace element detection technologies, in terms of whatis currently working well and what is needed to effectively inform coastal zone managers, as wellas guide adaptive scientific sampling of the coastal zone. Specifically the goals of this workshopwere to: 1) summarize current regional requirements and future targets for metal monitoring infreshwater, estuarine and coastal environments; 2) evaluate the current status of metal sensors andpossibilities for leveraging emerging technologies for expanding detection limits and targetelements; and 3) help identify critical steps needed for and limits to operational deployment ofmetal sensors as part of routine water quality monitoring efforts.Following a series of breakout group discussions and overview talks on metal monitoringregulatory issues, analytical techniques and market requirements, workshop participants madeseveral recommendations for steps needed to foster development of in situ metal monitoringcapacities:1. Increase scientific and public awareness of metals of environmental and biologicalconcern and their impacts in aquatic environments. Inform scientific and publiccommunities regarding actual levels of trace metals in natural and perturbed systems.2. Identify multiple use applications (e.g., industrial waste steam and drinking water qualitymonitoring) to support investments in metal sensor development. (pdf contains 27 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Engineering ; Environment
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3126 | 130 | 2011-09-29 17:52:50 | 3126
    Publication Date: 2021-06-25
    Description: The Alliance for Coastal Technologies (ACT) Workshop "Applications of in situ Fluorometers inNearshore Waters" was held in Cape Elizabeth, Maine, February 2-4,2005, with sponsorship bythe Gulf of Maine Ocean Observing System (GoMOOS), one of the ACT partner organization.The purpose of the workshop was to explore recent trends in fluorometry as it relates to resourcemanagement applications in nearshore environments. Participants included representatives fromstate and federal environmental management agencies as well as research institutions, many ofwhom are currently using this technology in their research and management applications.Manufacturers and developers of fluorometric measuring systems also attended the meeting.The Workshop attendees discussed the historical and present uses of fluorometry technology andidentified the great potential for its use by coastal managers to fulfill their regulatory andmanagement objectives. Participants also identified some of the challenges associated with thecorrect use of Fluorometers to estimate biomass and the rate of primary productivity. TheWorkshop concluded that in order to expand the existing use of fluorometers in both academicand resource management disciplines, several issues concerning data collection, instrumentcalibration, and data interpretation needed to be addressed. Participants identified twelverecommendations, the top five of which are listed below:Recommendations1) Develop a "Guide" that describes the most important aspects of fluorescencemeasurements. This guide should be written by an expert party, with both research andindustry input, and should be distributed by all manufacturers with theirinstrumentation. The guide should also be made available on the ACT website as wellas those of other relevant organizations. The guide should include discussions on thefollowing topics:The benefits of using fluorometers in research and resource managementapplications;What fluorometers can and cannot provide in terms of measurements;The necessary assumptions required before applying fluorometry;Characterization and calibration of fluorometers; (pdf contains 32 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Environment ; Chemistry
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    Alliance for Coastal Technologies | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/3239 | 130 | 2011-09-29 17:41:57 | 3239 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-06-26
    Description: Future coastal management practices require that a holistic, ecosystem management approach beadopted. Coastal ecosystems, however, present a variety of specific and unique challengesrelative to open ocean systems. In particular, interactions with the seabed significantly influencethe coastal ecosystem. Observing technologies must be developed and employed to incorporateseafloor interactions, processes and habitat diversity into research and management activities.An ACT Workshop on Seabed Sensor Technology was held February 1-3, 2006 in Savannah,Georgia, to summarize the current state of sensor technologies applicable to examining andmonitoring the coastal seabed, including the near-bed benthic boundary layer and surfacesediment layer. Workshop participants were specifically charged to identify current sensors inuse, recommend improvements to these systems and to identify areas for future development andactivities that would advance the use of sensor technology in the observation, monitoring andmanagement of the coastal benthic environment. (pdf contains 23 pages)
    Description: NOAA
    Description: Alliance for Coastal Technologies, CBL/UMCES
    Keywords: Oceanography ; Engineering ; Environment
    Repository Name: AquaDocs
    Type: monograph
    Format: application/pdf
    Format: application/pdf
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    University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory | Solomons, MD
    In:  http://aquaticcommons.org/id/eprint/19005 | 130 | 2015-12-01 18:48:40 | 19005 | University of Maryland Center for Environmental Science. Chesapeake Biological Laboratory
    Publication Date: 2021-07-13
    Description: We hypothesize that the impact of PCB desorption from resuspended sediments depends upon the intensity of the resuspension (which scales to bottom stress in the absence of organisms), the rate at which each congener desorbs (which depends on the size and hydrophobicity of the chemical, the relative amount of 'labile' and 'resistant' forms, and the size distribution of the suspended particles), and the residence time of the particles in the water column (which depends on the time-variable water column turbulence regime and the particle settling velocities). In order to accurately quantify the impact of PCB desorption from Hudson River sediments, we are conducting experiments that realistically mimic bottom shear stress and water column turbulence and rapidly measure PCB congener release. The objectives of this study are to measure the kinetics of PCB congener desorption from Hudson River sediments under realistic bottom shear and water column turbulence conditions and to quantify the impact of shear stress and contaminant aging on PCB desorption kinetics.
    Description: Hudson River Foundation
    Description: Ref. No. [UMCES] CBL 004-018
    Keywords: Chemistry ; Environment ; Pollution
    Repository Name: AquaDocs
    Type: monograph
    Format: application/pdf
    Format: application/pdf
    Format: 6
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