Structure and Influence of Tropical River Plumes in the Great Barrier Reef: Application and Performance of an Airborne Sea Surface Salinity Mapping System
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View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by GBRMPA eLibrary Sunfish Queensland Inc Freshwater Wetlands and Fish Importance of Freshwater Wetlands to Marine Fisheries Resources in the Great Barrier Reef Vern Veitch Bill Sawynok Report No: SQ200401 Freshwater Wetlands and Fish 1 Freshwater Wetlands and Fish Importance of Freshwater Wetlands to Marine Fisheries Resources in the Great Barrier Reef Vern Veitch1 and Bill Sawynok2 Sunfish Queensland Inc 1 Sunfish Queensland Inc 4 Stagpole Street West End Qld 4810 2 Infofish Services PO Box 9793 Frenchville Qld 4701 Published JANUARY 2005 Cover photographs: Two views of the same Gavial Creek lagoon at Rockhampton showing the extreme natural variability in wetlands depending on the weather. Information in this publication is provided as general advice only. For application to specific circumstances, professional advice should be sought. Sunfish Queensland Inc has taken all steps to ensure the information contained in this publication is accurate at the time of publication. Readers should ensure that they make the appropriate enquiries to determine whether new information is available on a particular subject matter. Report No: SQ200401 ISBN 1 876945 42 7 ¤ Great Barrier Reef Marine Park Authority and Sunfish Queensland All rights reserved. No part of this publication may be reprinted, reproduced, stored in a retrieval system or transmitted, in any form or by any means, without prior permission from the Great Barrier Reef Marine Park Authority. Freshwater Wetlands and Fish 2 Table of Contents 1. Acronyms Used in the Report .......................................................................8 2. Definition of Terms Used in the Report.........................................................9 3. -
An Assessment of Agricultural Potential of Soils in the Gulf Region, North Queensland
REPORT TO DEPARTMENT OF NATURAL RESOURCES REGIONAL INFRASTRUCTURE DEVELOPMENT (RID), NORTH REGION ON An Assessment of Agricultural Potential of Soils in the Gulf Region, North Queensland Volume 1 February 1999 Peter Wilson (Land Resource Officer, Land Information Management) Seonaid Philip (Senior GIS Technician) Department of Natural Resources Resource Management GIS Unit Centre for Tropical Agriculture 28 Peters Street, Mareeba Queensland 4880 DNRQ990076 Queensland Government Technical Report This report is intended to provide information only on the subject under review. There are limitations inherent in land resource studies, such as accuracy in relation to map scale and assumptions regarding socio-economic factors for land evaluation. Before acting on the information conveyed in this report, readers should ensure that they have received adequate professional information and advice specific to their enquiry. While all care has been taken in the preparation of this report neither the Queensland Government nor its officers or staff accepts any responsibility for any loss or damage that may result from any inaccuracy or omission in the information contained herein. © State of Queensland 1999 For information about this report contact [email protected] ACKNOWLEDGEMENT The authors thank the input of staff of the Department of Natural Resources GIS Unit Mareeba. Also that of DNR water resources staff, particularly Mr Jeff Benjamin. Mr Steve Ockerby, Queensland Department of Primary Industries provided invaluable expertise and advice for the development of the agricultural suitability assessment. Mr Phil Bierwirth of the Australian Geological Survey Organisation (AGSO) provided an introduction to and knowledge of Airborne Gamma Spectrometry. Assistance with the interpretation of AGS data was provided through the Department of Natural Resources Enhanced Resource Assessment project. -
Burnett Mary WQIP Ecologically Relevant Targets
Ecologically relevant targets for pollutant discharge from the drainage basins of the Burnett Mary Region, Great Barrier Reef TropWATER Report 14/32 Jon Brodie and Stephen Lewis 1 Ecologically relevant targets for pollutant discharge from the drainage basins of the Burnett Mary Region, Great Barrier Reef TropWATER Report 14/32 Prepared by Jon Brodie and Stephen Lewis Centre for Tropical Water & Aquatic Ecosystem Research (TropWATER) James Cook University Townsville Phone : (07) 4781 4262 Email: [email protected] Web: www.jcu.edu.au/tropwater/ 2 Information should be cited as: Brodie J., Lewis S. (2014) Ecologically relevant targets for pollutant discharge from the drainage basins of the Burnett Mary Region, Great Barrier Reef. TropWATER Report No. 14/32, Centre for Tropical Water & Aquatic Ecosystem Research (TropWATER), James Cook University, Townsville, 41 pp. For further information contact: Catchment to Reef Research Group/Jon Brodie and Steven Lewis Centre for Tropical Water & Aquatic Ecosystem Research (TropWATER) James Cook University ATSIP Building Townsville, QLD 4811 [email protected] © James Cook University, 2014. Except as permitted by the Copyright Act 1968, no part of the work may in any form or by any electronic, mechanical, photocopying, recording, or any other means be reproduced, stored in a retrieval system or be broadcast or transmitted without the prior written permission of TropWATER. The information contained herein is subject to change without notice. The copyright owner shall not be liable for technical or other errors or omissions contained herein. The reader/user accepts all risks and responsibility for losses, damages, costs and other consequences resulting directly or indirectly from using this information. -
Submission DR130
To: Commissioner Dr Jane Doolan, Associate Commissioner Drew Collins Productivity Commission National Water Reform 2020 Submission by John F Kell BE (SYD), M App Sc (UNSW), MIEAust, MICE Date: 25 March 2021 Revision: 3 Summary of Contents 1.0 Introduction 2.0 Current Situation / Problem Solution 3.0 The Solution 4.0 Dam Location 5.0 Water channel design 6.0 Commonwealth of Australia Constitution Act – Section 100 7.0 Federal and State Responses 8.0 Conclusion 9.0 Acknowledgements Attachments 1 Referenced Data 2A Preliminary Design of Gravity Flow Channel Summary 2B Preliminary Design of Gravity Flow Channel Summary 3 Effectiveness of Dam Size Design Units L litres KL kilolitres ML Megalitres GL Gigalitres (Sydney Harbour ~ 500GL) GL/a Gigalitres / annum RL Relative Level - above sea level (m) m metre TEL Townsville Enterprise Limited SMEC Snowy Mountains Engineering Corporation MDBA Murray Darling Basin Authority 1.0 Introduction This submission is to present a practical solution to restore balance in the Murray Daring Basin (MDB) with a significant regular inflow of water from the Burdekin and Herbert Rivers in Queensland. My background is civil/structural engineering (BE Sydney Uni - 1973). As a fresh graduate, I worked in South Africa and UK for ~6 years, including a stint with a water consulting practice in Johannesburg, including relieving Mafeking as a site engineer on a water canal project. Attained the MICE (UK) in Manchester in 1979. In 1980 returning to Sydney, I joined Connell Wagner (now Aurecon), designing large scale industrial projects. Since 1990, I have headed a manufacturing company in the specialised field of investment casting (www.hycast.com.au) at Smithfield, NSW. -
James T. Kirby, Jr
James T. Kirby, Jr. Edward C. Davis Professor of Civil Engineering Center for Applied Coastal Research Department of Civil and Environmental Engineering University of Delaware Newark, Delaware 19716 USA Phone: 1-(302) 831-2438 Fax: 1-(302) 831-1228 [email protected] http://www.udel.edu/kirby/ Updated September 12, 2020 Education • University of Delaware, Newark, Delaware. Ph.D., Applied Sciences (Civil Engineering), 1983 • Brown University, Providence, Rhode Island. Sc.B.(magna cum laude), Environmental Engineering, 1975. Sc.M., Engineering Mechanics, 1976. Professional Experience • Edward C. Davis Professor of Civil Engineering, Department of Civil and Environmental Engineering, University of Delaware, 2003-present. • Visiting Professor, Grupo de Dinamica´ de Flujos Ambientales, CEAMA, Universidad de Granada, 2010, 2012. • Professor of Civil and Environmental Engineering, Department of Civil and Environmental Engineering, University of Delaware, 1994-2002. Secondary appointment in College of Earth, Ocean and the Environ- ment, University of Delaware, 1994-present. • Associate Professor of Civil Engineering, Department of Civil Engineering, University of Delaware, 1989- 1994. Secondary appointment in College of Marine Studies, University of Delaware, as Associate Professor, 1989-1994. • Associate Professor, Coastal and Oceanographic Engineering Department, University of Florida, 1988. • Assistant Professor, Coastal and Oceanographic Engineering Department, University of Florida, 1984- 1988. • Assistant Professor, Marine Sciences Research Center, State University of New York at Stony Brook, 1983- 1984. • Graduate Research Assistant, Department of Civil Engineering, University of Delaware, 1979-1983. • Principle Research Engineer, Alden Research Laboratory, Worcester Polytechnic Institute, 1979. • Research Engineer, Alden Research Laboratory, Worcester Polytechnic Institute, 1977-1979. 1 Technical Societies • American Society of Civil Engineers (ASCE) – Waterway, Port, Coastal and Ocean Engineering Division. -
Observations of Shoaling Density Current Regime Changes in Internal Wave Interactions
JUNE 2020 S O L ODOCH ET AL. 1733 Observations of Shoaling Density Current Regime Changes in Internal Wave Interactions AVIV SOLODOCH,JEROEN M. MOLEMAKER, AND KAUSHIK SRINIVASAN Department of Atmospheric and Oceanic Sciences, University of California in Los Angeles, Los Angeles, California MARISTELLA BERTA Istituto di Scienze Marine, Consiglio Nazionale delle Ricerche, La Spezia, Italy LOUIS MARIE Institut Francais de Recherche pour l’Exploitation de la Mer, Plouzané, France ARJUN JAGANNATHAN Department of Atmospheric and Oceanic Sciences, University of California in Los Angeles, Los Angeles, California (Manuscript received 1 August 2019, in final form 16 April 2020) ABSTRACT We present in situ and remote observations of a Mississippi plume front in the Louisiana Bight. The plume propagated freely across the bight, rather than as a coastal current. The observed cross-front circulation pattern is typical of density currents, as are the small width (’100 m) of the plume front and the presence of surface frontal convergence. A comparison of observations with stratified density current theory is conducted. Additionally, subcritical to supercritical transitions of frontal propagation speed relative to internal gravity wave (IGW) speed are demonstrated to occur. That is in part due to IGW speed reduction with decrease in seabed depth during the frontal propagation toward the shore. Theoretical steady-state density current propagation speed is in good agreement with the observations in the critical and supercritical regimes but not in the inherently unsteady subcritical regime. The latter may be due to interaction of IGW with the front, an effect previously demonstrated only in laboratory and numerical experiments. In the critical regime, finite- amplitude IGWs form and remain locked to the front. -
FAU Institutional Repository
FAU Institutional Repository http://purl.fcla.edu/fau/fauir This paper was submitted by the faculty of FAU’s Harbor Branch Oceanographic Institute Notice: ©2002 Elsevier Science Ltd. This is the author’s version of a work accepted for publication by Elsevier. Changes resulting from the publishing process, including peer review, editing, corrections, structural formatting and other quality control mechanisms, may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. The definitive version has been published at http://www.elsevier.com/locate/csr and may be cited as Lee, Thomas N., Ned Smith (2002) Volume transport variability through the Florida Keys tidal Channels, Continental Shelf Research 22(9):1361–1377 doi:10.1016/S0278‐4343(02)00003‐1 Continental Shelf Research 22 (2002) 1361–1377 Volume transport variability through the Florida Keys tidal channels Thomas N. Leea,*, Ned Smithb a Rosenstiel School of Marine and Atmospheric Science, University of Miami, 4600 Rickenbacker Causeway, Miami, FL 33149, USA b Harbor Branch Oceanographic Institution, 5600 US Highway 1, North, Ft. Pierce, FL 34946, USA Received 28 February 2001; received in revised form 13 July 2001; accepted 18 September 2001 Abstract Shipboard measurements of volume transports through the passages of the middle Florida Keys are used together with time series of moored transports, cross-Key sea level slopes and local wind records to investigate the mechanisms controllingtransport variability. Predicted tidal transport amplitudes rangedfrom 76000 m3/s in LongKey Channel to 71500 m3/s in Channel 2. Subtidal transport variations are primarily due to local wind driven cross-Key sea level slopes. -
Redalyc.Study of Atrato River Plume in a Tropical Estuary
Dyna ISSN: 0012-7353 [email protected] Universidad Nacional de Colombia Colombia Montoya, Luis Javier; Toro-Botero, Francisco Mauricio; Gomez-Giraldo, Andrés Study of Atrato river plume in a tropical estuary: Effects of the wind and tidal regime on the Gulf of Uraba, Colombia Dyna, vol. 84, núm. 200, marzo, 2017, pp. 367-375 Universidad Nacional de Colombia Medellín, Colombia Available in: http://www.redalyc.org/articulo.oa?id=49650910043 How to cite Complete issue Scientific Information System More information about this article Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Journal's homepage in redalyc.org Non-profit academic project, developed under the open access initiative Study of Atrato river plume in a tropical estuary: Effects of the wind and tidal regime on the Gulf of Uraba, Colombia 1 Luis Javier Montoya a, Francisco Mauricio Toro-Botero b & Andrés Gomez-Giraldo b a Universidad de Medellin, Medellin, Colombia. [email protected] b Facultad de Minas, Universidad Nacional de Colombia, Medellin, [email protected], [email protected] Received: January 7th, 2016. Received in revised form: October 6th, 2016. Accepted. December 20th, 2016 Abstract This study focuses on the relative importance of the forcing agents of Atrato River plume as it propagates in a tropical estuary located in the Gulf of Uraba in the Colombian Caribbean Sea. Six campaigns of intensive field data collection were carried out from 2004 to 2007 to identify the main features of the plume and to calibrate and validate a numerical model. Field data and numerical models revealed high spatial and temporal plume variability according to the magnitudes of river discharges, tidal cycles, and wind stress. -
A Satellite View of Riverine Turbidity Plumes on the Ne-E Brazilian Coastal Zone
BRAZILIAN JOURNAL OF OCEANOGRAPHY, 60(3):283-298, 2012 A SATELLITE VIEW OF RIVERINE TURBIDITY PLUMES ON THE NE-E BRAZILIAN COASTAL ZONE Eduardo Negri de Oliveira1*, Bastiaan Adriaan Knoppers2, João Antônio Lorenzzetti3, Paulo Ricardo Petter Medeiros4, Maria Eulália Carneiro5 and Weber Friederichs Landim de Souza6 1Universidade Estadual do Rio de Janeiro - Departamento de Oceanografia Física (Rua São Francisco Xavier, n. 524, Maracanã, Rio de Janeiro, RJ, Brasil) 2Universidade Federal Fluminense (UFF) - Departamento de Geoquímica (Morro do Valonguinho s/n, 24020-141 Niterói, RJ, Brasil) 3Instituto Nacional de Pesquisas Espaciais (INPE) - Divisão de Sensoriamento Remoto (Av. Astronautas, 1758, 12227-010 São José dos Campos, SP, Brasil) 4Universidade Federal de Alagoas - Laboratório Natural e Ciências do Mar (Rua Aristeu de Andrade, 452, 57021-090 - Maceió / AL, Brasil) 5Petrobras SA - Monitoramento e Avaliação Ambiental (Av. Horácio de Macedo, 950, Ilha do Fundão, 21941-915 Rio de Janeiro, RJ, Brasil) 6Instituto Nacional de Tecnologia - Laboratório de Metrologia Analítica e Química (Av. Venezuela, 82, 20081-312, Rio de Janeiro, RJ, Brasil) *Corresponding author: [email protected] A B S T R A C T Turbidity plumes of São Francisco, Caravelas, Doce, and Paraiba do Sul river systems, located along the NE/E Brazilian coast, are analyzed for their dispersal patterns of Total Suspended Solids (TSS) concentration using Landsat images and a logarithmic algorithm proposed by Tassan (1987) to convert satellite reflectance values to TSS. The TSS results obtained were compared to in situ collected TSS data. The analysis of the satellite image data set revealed that each river system exhibits a distinct turbidity plume dispersal pattern. -
Wave Breaking Turbulence at the Offshore Front of the Columbia River
GeophysicalResearchLetters RESEARCH LETTER Wave breaking turbulence at the offshore front 10.1002/2014GL062274 of the Columbia River Plume 1 1 1 1 2 Key Points: Jim Thomson , Alex R. Horner-Devine , Seth Zippel , Curtis Rusch , and W. Geyer • Strong currents at fronts cause 1 2 wave breaking University of Washington, Seattle, Washington, USA, Woods Hole Oceanographic Institution, Woods Hole, • Wave breaking generates strong Massachusetts, USA turbulence • Surface turbulence (from wave breaking) can affect subsurface Abstract Observations at the Columbia River plume show that wave breaking is an important source mixing of turbulence at the offshore front, which may contribute to plume mixing. The lateral gradient of current associated with the plume front is sufficient to block (and break) shorter waves. The intense whitecapping Correspondence to: that then occurs at the front is a significant source of turbulence, which diffuses downward from the J. Thomson, [email protected] surface according to a scaling determined by the wave height and the gradient of wave energy flux. This process is distinct from the shear-driven mixing that occurs at the interface of river water and ocean water. Observations with and without short waves are examined, especially in two cases in which the background Citation: Thomson, J., A. R. Horner-Devine, conditions (i.e., tidal flows and river discharge) are otherwise identical. S. Zippel, C. Rusch, and W. Geyer (2014), Wave breaking turbu- lence at the offshore front of the Columbia River Plume, Geo- phys. Res. Lett., 41, 8987–8993, 1. Introduction doi:10.1002/2014GL062274. The local effects of waves and wave breaking on river plumes and the mixing of estuarine waters is largely unknown. -
Nearshore Drift-Cell Sediment Processes And
Journal of Coastal Research 00 0 000–000 Coconut Creek, Florida Month 0000 Nearshore Drift-Cell Sediment Processes and Ecological Function for Forage Fish: Implications for Ecological Restoration of Impaired Pacific Northwest Marine Ecosystems David Parks†, Anne Shaffer‡*, and Dwight Barry§ †Washington Department of Natural Resources ‡Coastal Watershed Institute §Western Washington University 311 McCarver Road P.O. Box 2263 Huxley Program on the Peninsula Port Angeles, Washington 98362, U.S.A. Port Angeles, Washington 98362, U.S.A. Port Angeles, Washington 98362, U.S.A. [email protected] ABSTRACT Parks, D.; Shaffer, A., and Barry, D., 0000. Nearshore drift-cell sediment processes and ecological function for forage fish: implications for ecological restoration of impaired Pacific Northwest marine ecosystems. Journal of Coastal Research, 00(0), 000–000. Coconut Creek (Florida), ISSN 0749-0208. Sediment processes of erosion, transport, and deposition play an important role in nearshore ecosystem function, including forming suitable habitats for forage fish spawning. Disruption of sediment processes is often assumed to result in impaired nearshore ecological function but is seldom assessed in the field. In this study we observed the sediment characteristics of intertidal beaches of three coastal drift cells with impaired and intact sediment processes and compared the functional metrics of forage fish (surf smelt, Hypomesus pretiosus, and sand lance, Ammodytes hexapterus) spawning and abundance to define linkages, if any, between sediment processes -
Cairns Regional Council Water and Waste Mulgrave River Aquifer Feasibility Study Public Environment Report
Cairns Regional Council Water and Waste Mulgrave River Aquifer Feasibility Study Public Environment Report November 2009 Contents Executive Summary i Abbreviations ix Glossary of Terms x 1. Introduction 1 1.1 Background 1 1.2 Objectives and Scope 1 1.3 Background to the Development of the Action 4 1.4 Relationship of the Action to Other Actions that May be Affected 5 1.5 Current Status of the Action 5 1.6 Consequence of the Action Not Proceeding 5 2. Description of the Action 7 2.1 Location 7 2.2 Detailed Proposal 10 2.3 Additional Licences / Permits and Approval Requirements required by the Project 15 3. Methodologies 23 3.1 Background and Approach 23 3.2 Demarcation of the Aquifer study area 23 3.3 Overview of Ecological Values Descriptions 26 3.4 PER Guidelines 26 3.5 Desktop and Database Assessments 27 3.6 Environmental Flows Assessment 30 3.7 Bore Testing and Modelling Verification 31 3.8 Derivation of Risk Assessment Methodologies 34 3.9 Stakeholder and Community Engagement 37 4. Description of the Environment – Physical Aspects 40 4.1 Information Sources 40 4.2 Climate 40 4.3 Topography 41 4.4 Surface Drainage Features 43 4.5 Soils 43 42/15610/99537 Mulgrave River Aquifer Feasibility Study Public Environment Report 4.6 Geology 48 4.7 Hydrogeology 51 4.8 Groundwater 53 4.9 Social Environment 54 5. Description of the Environment – Ecological 57 5.1 Information Sources 57 5.2 Species of National Environmental Significance 57 5.3 Queensland Species of Conservation Significance 65 5.4 Pest Species 68 5.5 Vegetation Communities 70 5.6 Regional Ecosystem Types and Integrity 73 5.7 Aquatic Values 76 5.8 World Heritage and National Heritage Values 95 6.