Gas Transfer Measurements at Hydraulic Structures on the Ohio River

Total Page:16

File Type:pdf, Size:1020Kb

Gas Transfer Measurements at Hydraulic Structures on the Ohio River UNIVERSITY OF MINNESOTA ST. ANTHONY FALLS LABORATORY Engineering, Environmental and Geophysical Fluid Dynamics Project Report No. 414 Gas Transfer Measurements at Hydraulic f': Structures on the Ohio River : 1 by Suresh L. Hettiarachchi, Jolm S. Gulliver, David E Hibbs st. Anthony Falls Laboratory, Department of Civil Engineering, University of Minnesota Minneapolis, Minnesota. John Howe, Summit Envirosolutions, Minneapolis, Minnesota Kimberly F Miller, U.S. Geological Survey, Charleston, West Virginia George P. Kincaid, U.S. Army Corps of Engineers, Hungtington, West Virginia Prepared for U. S. ARMY CORPS OF ENGINEERS Hungtington District Huntington, West Virginia r .I I i '-- j Contract No. DAlDACW69~96~P~1410 June1998 I ~ I Minneapolis, Minnesota \ ), The University of Minnesota is committed to the policy that all persons shall have equal access to its programs, facilities, and employment without regard to race, religion, color, sex, national origin, handicap, age or veteran status. Prepared for: Metropolitan Council Last Revised: 6/30/98 Disk Locators: Ohio\PR414txt.doc; PR414COV.doc (Zip Disk #lO/Figures) ABSTRACT Gas transfer at hydraulic structures has been a topic of interest for many years. Navigation dams on rivers can add a large amount of atmospheric gases to the water due to the high velocities and the turbulence generated as the water passes through these structures. The increase in air~water gas transfer is due to air entrainment and the formation of bubbles in the flow. Hence, gas transfer at hydraulic structures plays an important role in the water quality of a river~reservoir system. Measurement of air~water gas transfer at hydraulic structures is a complicated process. Oxygen has, historically, been the measured gas, but concentration levels close to saturation and significant vertical stratification in oxygen concentration in the upstream pool often hinder accurate transfer measurements. The U.S. Army Corps of Engineers, I I The u.s. Geological Survey, and th~ University of Minnesota have been involved in this \ ~/ project to measure gas transfer at hydraulic structures in the Ohio River basin, using in~ situ methane as a tracer in addition to measuring dissolved oxygen. The use of the two volatile chemicals increases the possibility of worthwhile field measurements. This project is conducted in order to evaluate gas transfer characteristics at various hydraulic structures on the Ohio River so that spills through the gates can be optimized. The hydropower producers on the Ohio River may also benefit from this information, as wastage of water from the reservoir to meet water quality requirements will be ( I minimized. LJ The results show that gas transfer increases significantly when a hydraulic jump forms in the stilling basin at gated sill structures, which is the type most commonly seen on the Ohio River. It is also clear that gas transfer at hydraulic structures is significantly --affected by the structural characteristics and the hydraulic action at each site.~- f \ I i , , .' ,--, ( , L. •.. ' ( ~ j; 1 ACKNOWLEDGMENTS The Summit Envirosolutions individuals who participated in the measurements were Chris Ryndell, and Mike Hayes. The USGS employees who aided the data collection were Carl Faulkenburg, John T Atrkins, Melvin Mathis, and Eddie Pucket. Also, Buddy Hill, Rich Meyer and Pat Nector of the USACE provided additional support. 11 T ABLE OF CONTENTS ABSTRACT .~, .... "" ..... ",.,., .. ,.. ,.. ".".,.".,.,." .. ,.",.,.".", ........... ,."".", ....... ,.. ".. ,... ".",.,"",_""""""""""""",.,"" i AC}<NOWLEDGMENTS, .. "... ".,." ...... "." .. ",."."" """""."""'.. "'.... " .. "~.""""".""' ... "",f'""""""""""""", ii LIST OF FIGURES ,.... "....... ,.", .... "" .. "".",." .. ,." .. ,.", .. ".",.", .. """."""" ..... ,.. ,....... ", ..... ,.. ,."." .......... ,.. ,., .. iv LIST OF TABLES "n ",.,.".""., ••• , •••• ,.,.,.""", .. , "'I!""'" ,., •.,.,,.,,.,,,.,.,,,,.,.,, •••••• ,, ••• ,.,., ••••• "'.I! .•• "'""'" """""",."".V LIST OF VARIABLES ".,.""." .. ",.,.", ...... ,.. ,_ ... ,." ......... ".... ,.,.,_., ... ,.. ,", .. , .. ,., ........... ,., .. ".. ,., ....... "..... ,.,." ... , vi r-": INTRODUCTION ".. """ .. , .. ,................ , ........... , .... "" ......... , ............ ".... "... "", .. "... "" .... , .. "',,,, ...... , ..... , ...... ,.. ,,,1 !· .\\ • J GAS TRANSFER AT HYDRAULIC STRUCTURES " ............................ ,................................................ 3 OXYGEN TRANSFER EFFICIENCY FROM METHANE ANALYSIS ............................................... .4 USE OF METHANE AS A TRACER ...... , ................... , ...... ,,, ......................... , ... ,', ............ , ............. , ...... ,', .. , ........ ,',.4 INDEXING TRANSFER EFFICIENCY .... , .......... , .. , ... " ........... , ........................... , ............. , .. ,., .. ,." ..... " .................... 4 EFFECTS OF PLUNGE DEPTH OF THE BUBBLES ....... , .... " ..... , ..... , ........ , ............... , ...... " ............ , .. , ... , ... "." .......... 5 EFFECTIVE DEPTH AT GATED SILLS .... , ... ,., .................................... , ................................................................. 5 EFFECTIVE DISTANCE ... , .................... , ........................................................................... , .................................. 7 SITE DESCRIPTIONS .............•. , .. , .................... , ....... , ............................ " ........ , ..... , ....... , ..................................... 7 SAMPLING METHODOLOGY ............................. , ................... , ... , ... , .................................................................... 9 DESCRIPTION OF SAMPLER ............................................................................................................................. 10 _. I SAMPLE ANALYSIS FOR METHANE ................................................................................................................. 11 Headspace Generation ..... , ................................................................................................. , .................. 11 Methane Analysis .......................................................................................... , ................... ".""""."" ... 11 Methane Quantification.............................. , ......................................................................................... 12 INSTRUMENT CALIBRATION AND QUALITY ASSURANCE/QUALITY CONTROL ................................................ 12 -UNCERTAINTY ANALYSIS ......... ;;; ...•...•.•- ............. ".,.......... -.- ....... i.iii............................ -............... .:. .......... 14-- · ) I I ELIMINATION OF OUTLIERS ............................................................................................................................ 14 ! UNCERTAINTY IN BOTTLE CONCENTRATION .................................................................................................. 15 SAMPLING UNCERTAINTY ................................................. , ............................................................................ 15 r'" UNCERTAINTY IN THE TRANSFER EFFICIENCY ............................................................................................... 16 UNCERTAINTY IN THE DISSOLVED OXYGEN MEASUREMENT ......................................................................... 16 UNCERTAINTY IN THE PREDICTED DISSOLVED OXYGEN CONCENTRATION .................................................... 17 RESULTS AND DISCUSSION ...................... ic ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• , ••••••••••••••••••••••• 18 CON eLUSIONS ,........................................................................... ,., .................. , ..... ,...... ,............................ 2 7 r REFERENCES .................. 11 •••••• , •••••••• 11 ........ , ..................................., ............ "' •••••••••••••••••••••••••••••••••••••••••••••••••• 28 APPENDIX A ~ Site Description APPENDIX B - Methane Sampler APPENDIX C - Analyzed Methane Data APPENDIX D - Analyzed Oxygen Data 111 LIST OF FIGURES Figure 1 Picture of air~water flow in a hydraulic jump Figure 2 Illustration of air entrainment in a hydraulic jump Figure 3 Bubble swarm downstream at a gated sill structure Figure 4 Map showing lock and dams on the Ohio River Figure 5 USGS sampling boat Figure 6 Regression fit for upstream methane concentration at Markland Lock and Dam Figure 7 Flow field close to a gate Figure 8 Gas transfer efficiency at Greenup Lock and Dam Figure 9 Gas transfer efficiency at Markland Lock and Dam Figure 10 Gas Transfer efficiency at Meldhal Lock and Dam Figure 11 Methane transfer efficiency at Smithland Lock and Dam Figure 12 Methane transfer efficiency at Montgomery Island Lock and Dam Figure 13 Methane transfer efficiency at McAlpine Lock and Dam (Upper gates) IV rl \', I ':._J \-1, , / (" I I !1_ \ LIST OF TABLES 1'1, \" ) Table 1 Site data from the six hydraulic structures i-I Table 2 Gas Transfer across the hydropower facility at Markland Lock and Dam 1,1 (,>, Li C'\ill \ ! \ ,,I ,/"- \ ' i 1.,,-1 I-- ! v LIST OF VARIABLES C Concentration Saturation Concentration Liquid mass transfer coefficient Concentration upstream of the structure Concentration downstream of the structure Transfer efficiency Indexed transfer efficiency Indexing factor Diffusivity of compound in water Diffusivity of indexing compound in water Mean pressure on the bubbles in at depth Patm Atmospheric pressure
Recommended publications
  • Assessment of Ohio River Water Quality Conditions
    Assessment of Ohio River Water Quality Conditions 2010 - 2014 Ohio River Valley Water Sanitation Commission 5735 Kellogg Avenue Cincinnati, Ohio 45230 www.orsanco.org June 2016 TABLE OF CONTENTS Executive Summary………………………………………………………………………………………………………………….……. 1 Part I: Introduction……………………………………………………….……………………………………………….……………. 5 Part II: Background…………………………………………………………….…………………………………………….…….……. 7 Chapter 1: Ohio River Watershed………………………………..……………………………………….…………. 7 Chapter 2: General Water Quality Conditions………………………………….………………………….….. 14 Part III: Surface Water Monitoring and Assessment………………………………………………………………………. 23 Chapter 1: Monitoring Programs to Assess Ohio River Designated Use Attainment………… 23 Chapter 2: Aquatic Life Use Support Assessment…………………………………………………………….. 36 Chapter 3: Public Water Supply Use Support Assessment……………………………………………….. 44 Chapter 4: Contact Recreation Use Support Assessment…………………………………………………. 48 Chapter 5: Fish Consumption Use Support Assessment…………………………………………………… 57 Chapter 6: Ohio River Water Quality Trends Analysis………………………………………………………. 62 Chapter 7: Special Studies……………………………………………………………………………………………….. 64 Chapter 8: Integrated List……………………………………………………………………………………………….. 68 Summary……………………………………………………………………………………………………………………….………………. 71 FIGURES Figure 1. Ohio River Basin………………………………………………………………………………………….…………........ 6 Figure 2. Ohio River Basin with locks and dams.………………………………………………………………………..... 7 Figure 3. Land uses in the Ohio River Basin………………………………………………………………………………..… 8 Figure 4. Ohio River flow
    [Show full text]
  • Ohio River Basin Pilot Study
    Institute for Water Resources–Responses to Climate Change Program Ohio River Basin Pilot Study CWTS report 2017-01, May 2017 OHIO RIVER BASIN– Formulating Climate Change Mitigation/Adaptation Strategies through Regional Collaboration with the ORB Alliance U.S. Army Corps of Engineers and Ohio River Basin Alliance Institute for Water Resources, Responses to Climate Change Program Sunrise on the Ohio River. January, 2014. i Institute for Water Resources–Responses to Climate Change Program Ohio River Basin Pilot Study i Institute for Water Resources–Responses to Climate Change Program Ohio River Basin Pilot Study Ohio River Basin Climate Change Pilot Study Report ABSTRACT The Huntington District of the U.S. Army Corps of Engineers, in collaboration with the Ohio River Basin Alliance, the Institute for Water Resources, the Great Lakes and Ohio River Division, and numerous other Federal agencies, non-governmental organizations, research institutions, and academic institutions, has prepared the Ohio River Basin Climate Change Pilot Report. Sponsored and supported by the Institute for Water Resources through its Responses to Climate Change program, this report encapsulates the research of numerous professionals in climatology, meteorology, biology, ecology, geology, hydrology, geographic information technology, engineering, water resources planning, economics, and landscape architecture. The report provides downscaled climate modeling information for the entire basin with forecasts of future precipitation and temperature changes as well as forecasts of future streamflow at numerous gaging points throughout the basin. These forecasts are presented at the Hydrologic Unit Code-4 sub-basin level through three 30-year time periods between 2011 and 2099. The report includes the results of preliminary investigations into the various impacts that forecasted climate changes may have on both aquatic and terrestrial ecosystems and operating water resources infrastructure.
    [Show full text]
  • Annual Report of the Chief of Engineers, U.S. Army on Civil
    ANNUAL REPORT, DEPARTMENT OF THE ARMY Fiscal Year Ended June 30, 1964 ANNUAL REPORT OF THE CHIEF OF ENGINEERS, U.S. ARMY. ON CIVIL WORKS ACTIVITIES 1964 IN TWO VOLUMES Vol. 1 Z-2 U.S. GOVERNMENT PRINTING OFFICE WASHINGTON : 1965 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C., 20402 - Price 45 cents CONTENTS Volume 1 Page Letter of Transmittal ---------------------------------- - v Highlights---------------------- ------------------------_ _ vi Feature Articles-Reaction of an Engineering Agency of the Federal Government to the Civil Engineering Graduate..... Ix Water Management of the Columbia River--------_ -- xv Sediment Investigations Program of the Corps of Engineers ----------------------------------- xIx Water Resource Development-San Francisco Bay ... xxv The Fisheries-Engineering Research Program of the North Pacific Division-------- _----------------- xxx CHAPTER I. A PROGRAM FOR WATER RESOURCE DEVELOP- MENT----------------------------------------- 1 1. Scope and status--------------------------------- 1 2. Organization------------------------------------ 2 II. BENEFITS--------------------------------------- 3 1. Navigation-------------------------------------- 3 2. Flood control----------------------------------- 4 3. Hydroelectric power------------------------------ 4 4. Water supply------------------------------------ 5 5. Public recreation use------------------------------ 5 6. Fish and wildlife-------------------------------- 7 III. PLANNING--------------------------------------
    [Show full text]
  • Winter Habitat Used by Fishes in Smithland Pool and Belleville Pool, Ohio River James E
    Southern Illinois University Carbondale OpenSIUC Reports Fisheries and Illinois Aquaculture Center 12-2003 Winter Habitat Used by Fishes in Smithland Pool and Belleville Pool, Ohio River James E. Garvey Southern Illinois University Carbondale Stuart Welsh West Virginia University Kyle J. Hartman West Virginia University Follow this and additional works at: http://opensiuc.lib.siu.edu/fiaq_reports Final Combined Project Report. Recommended Citation Garvey, James E.; Welsh, Stuart; and Hartman, Kyle J., "Winter Habitat Used by Fishes in Smithland Pool and Belleville Pool, Ohio River" (2003). Reports. Paper 5. http://opensiuc.lib.siu.edu/fiaq_reports/5 This Article is brought to you for free and open access by the Fisheries and Illinois Aquaculture Center at OpenSIUC. It has been accepted for inclusion in Reports by an authorized administrator of OpenSIUC. For more information, please contact [email protected]. Winter Habitat Used by Fishes in Smithland Pool and Belleville Pool, Ohio River Principal Investigators: James E. Garvey1,2, Stuart Welsh3,4, and Kyle J. Hartman4 Research Assistants: Benjamin J. Braeutigam1,2, Andrew T. Plauck1,2, Kathryn A. Emme1,2 and Ben Lenz4 1Fisheries and Illinois Aquaculture Center 2Department of Zoology Southern Illinois University Carbondale, IL 62901-6511 3USGS, WV Cooperative Fish and Wildlife Research Unit 4Wildlife and Fisheries Resources Program Division of Forestry West Virginia University 322 Percival Hall Morgantown, WV 26506-6125 Final Combined Project Report Prepared December 2003 1 Table of
    [Show full text]
  • Inland Waterway Operational Model & Simulation Along the Ohio River
    Kentucky Transportation Center Research Report KTC -14-13/MTIC3-14-1F Inland Waterway Operational Model & Simulation Along the Ohio River Our Mission We provide services to the transportation community through research, technology transfer and education. We create and participate in partnerships to promote safe and effective transportation systems. © 2014 University of Kentucky, Kentucky Transportation Center Information may not be used, reproduced, or republished without our written consent. Kentucky Transportation Center 176 Oliver H. Raymond Building Lexington, KY 40506-0281 (859) 257-4513 fax (859) 257-1815 www.ktc.uky.edu Inland Waterway Operational Model & Simulation Along the Ohio River Prepared for: Multimodal Transportation & Infrastructure Consortium by the Kentucky Transportation Center 11/21/2014 This Page Left Intentionally Blank. Inland Waterway Operational Model & Simulation Along the Ohio River Authors: Principal Investigator: Doug Kreis, PE, MBA, PMP Researcher(s): Roy E. Sturgill, Jr., P.E. Brian K. Howell, P.E. Chris Van Dyke D. Steve Voss, Ph.D. Multimodal Transportation and Infrastructure Consortium P.O. Box 5425 Huntington, WV 25703-0425 Phone: (304) 696-2313 • Fax: (304) 696-6088 Disclaimer: The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. This document is disseminated under the sponsorship of the U.S. Department of Transportation’s University Transportation Centers Program, in the interest of information exchange. The U.S. Government assumes no liability for the contents or use thereof. This page intentionally left blank. 4 List of Figures Figure A: Ohio River Commodity Traffic .................................................................. 12 Figure B: Equivalent Capacities across Modes .......................................................
    [Show full text]
  • Assessment of Ohio River Water Quality Conditions
    Assessment of Ohio River Water Quality Conditions 2010 - 2014 Ohio River Valley Water Sanitation Commission 5735 Kellogg Avenue Cincinnati, Ohio 45230 www.orsanco.org June 2016 TABLE OF CONTENTS Executive Summary………………………………………………………………………………………………………………….……. 1 Part I: Introduction……………………………………………………….……………………………………………….……………. 5 Part II: Background…………………………………………………………….…………………………………………….…….……. 7 Chapter 1: Ohio River Watershed………………………………..……………………………………….…………. 7 Chapter 2: General Water Quality Conditions………………………………….………………………….….. 14 Part III: Surface Water Monitoring and Assessment………………………………………………………………………. 23 Chapter 1: Monitoring Programs to Assess Ohio River Designated Use Attainment………… 23 Chapter 2: Aquatic Life Use Support Assessment…………………………………………………………….. 36 Chapter 3: Public Water Supply Use Support Assessment……………………………………………….. 44 Chapter 4: Contact Recreation Use Support Assessment…………………………………………………. 48 Chapter 5: Fish Consumption Use Support Assessment…………………………………………………… 57 Chapter 6: Ohio River Water Quality Trends Analysis………………………………………………………. 62 Chapter 7: Special Studies……………………………………………………………………………………………….. 64 Chapter 8: Integrated List……………………………………………………………………………………………….. 68 Summary……………………………………………………………………………………………………………………….………………. 71 FIGURES Figure 1. Ohio River Basin………………………………………………………………………………………….…………........ 6 Figure 2. Ohio River Basin with locks and dams.………………………………………………………………………..... 7 Figure 3. Land uses in the Ohio River Basin………………………………………………………………………………..… 8 Figure 4. Ohio River flow
    [Show full text]
  • Ohio-River-Fact-Book-1994-Smaller-File
    9=0 Ohio River Valley Water Sanitation Conunisslon MEMBERS OF THE COMMISSION* ILLINOIS Richard S. Engelbrecht, Ph.D., Professor of Environmental Engineering, University of Illinois Mary A. Gade, Director, Illinois Environmental Protection Agency Phillip C. Morgan, Director, Danville Sanitary District INDIANA Joseph H. Harrison, Sr., Attorney, Bowers, Harrison, Kent & Miller Albert R. Kendrick, Jr. Kathy Prosser, Commissioner, Department of Environmental Management KENTUCKY Gordon R. Garner, Executive Director, Louisville & Jefferson County Metropolitan Sewer District Ed Logsdon, Commissioner, Department of Agriculture Phillip J. Shepherd, Secretary, Natural Resources and Environmental Protection Cabinet NEW YORK Douglas E. Conroe, Director of Operations, Chautauqua Institution Thomas A. Erlandson, Ph.D., Professor of Biology & Geology. Jamestown Community College Langdon Marsh, Commissioner, Department of Environmental Conservation OHIO Lloyd N. Clausing Richard Miller Donald R. Schregardus, Director, Ohio Environmental Protection Agency PENNSYLVANIA Arthur A. Davis, Secretary, Department of Environmental Resources Melvin E. Hook, R&D Engineering P.C. William M. Kudaroski, PA-American Water Company VIRGINIA Henry 0. Holliman, Ph.D. Delores Z. Pretlow, Ph.D. W. Bidgood Wall, State Water Control Board WEST VIRGINIA Edgar N. Henry David C. Callaghan, Director, Department of Commerce, Labor & Environmental Resources Ronald R. Potesta, Terradon Corporation UNITED STATES Valdas V. Adarnkus, Regional Administrator, U.S. Environmental Protection
    [Show full text]
  • Inland Marine Transportation Systems (IMTS) Capital Projects Business Model
    Inland Marine Transportation Systems (IMTS) Capital Projects Business Model Final Report Revision 1 April 13, 2010 Prepared by: IMTS Capital Investment Strategy Team The views and recommendations contained within this report reflect those of the Inland Marine Transportation System Capital Investment Strategy Team and not necessarily those of the Inland Waterways Users Board, the U.S. Army Corps of Engineers, or the Administration. Revision 1 includes minor formatting and grammatical changes, and acknowledges the Inland Waterways Users Board approval, adoption and subsequent forwarding of the report to the Assistant Secretary of the Army for Civil Works for consideration by the Administration Contents Contributors................................................................................................................ v Executive Summary – IMTS Capital Projects Business Model.................................vii 1. Background......................................................................................................... 1 1.1 Corps’ Mission .............................................................................................................3 1.2 Corps’ Role in Navigation.............................................................................................4 1.3 Corps’ Planning Process..............................................................................................5 1.4 Inland Waterways Users Board....................................................................................6 1.5 Inland Waterways
    [Show full text]
  • Monitoring and Response Plan for Asian Carp in the Mississippi River Basin
    Monitoring and Response Plan for Asian carp in the Mississippi River Basin Prepared by the Mississippi Interstate Cooperative Resource Association Asian Carp Advisory Committee November 2016 Table of Contents Introduction ......................................................................................................................................1 Mississippi River Basin Map ...........................................................................................................1 Upper Illinois River and Chicago Area Waterway System (CAWS) Map ......................................2 Reported Distribution of Bighead Carp, Black Carp, and Silver Carp in the Mississippi River Basin ................................................................................................................................................3 Reported Distribution of Grass Carp in the Mississippi River Basin ..............................................3 Structure for Inter-agency Coordination and Implementation of Asian Carp Control Strategy Frameworks in the Ohio River and Upper Mississippi River Basins ..............................................5 Best Management Practices to Prevent the Spread of Aquatic Nuisance Species during Asian Carp Monitoring and Response Field Activities ..............................................................................8 Project Plans...................................................................................................................................10 Ohio River Basin Ohio River Basin Map
    [Show full text]
  • A Discontinuous Galerkin-Based Forecasting Tool for the Ohio River
    A Discontinuous Galerkin-based Forecasting Tool for the Ohio River A Thesis Presented in Partial Fulfillment of the Requirements for the Degree Master of Science in the Graduate School of The Ohio State University By Mariah B. Yaufman, B.S. Graduate Program in Civil Engineering The Ohio State University 2016 Master's Examination Committee: Ethan J. Kubatko, Advisor Gil Bohrer Gajan Sivandran © Copyright by Mariah B. Yaufman 2016 ABSTRACT This thesis presents the development and application of a multidimensional (2- D & 1-D) river flow model in the discontinuous Galerkin framework for simulating overland flow and runoff due to rain events within the Ohio River watershed. The purpose of this work is to improve on the forecasting of stage height and discharge on the Ohio River | the largest tributary, by volume, of the Mississippi River in the United States. This forecasting tool makes use of the 2-D kinematic wave equations for overland flow caused by the rainfall events occurring over the Ohio River watershed and the 1-D kinematic wave equation for approximating stage height and discharge in the Ohio River. We highlight some of the challenges involved in modeling the various rainfall-runoff processes. Furthermore, we discuss the various data sets incorporated into the model, such as detailed cross-sectional data for the Ohio River obtained from the US Army Corps of Engineers, topographic data generated from NASA's Shuttle Radar Topography Mission (SRTM), and land use/land cover data from the US Geologic Survey. The model is verified against a set of analytic test cases and validated in a series of hindcasts that make use of historical rainfall and river gauge data.
    [Show full text]
  • Assessment of Ohio River Water Quality Conditions
    Assessment of Ohio River Water Quality Conditions 2009 - 2013 Ohio River Valley Water Sanitation Commission 5735 Kellogg Avenue Cincinnati, Ohio 45230 www.orsanco.org June, 2014 TABLE OF CONTENTS Executive Summary………………………………………………………………………………………………………………….……. 1 Part I: Introduction……………………………………………………….……………………………………………….……………. 5 Part II: Background…………………………………………………………….…………………………………………….…….……. 7 Chapter 1: Ohio River Watershed………………………………..……………………………………….…………. 7 Chapter 2: General Water Quality Conditions………………………………….………………………….….. 14 Part III: Surface Water Monitoring and Assessment………………………………………………………………………. 27 Chapter 1: Monitoring Programs to Assess Ohio River Designated Use Attainment………… 27 Chapter 2: Aquatic Life Use Support Assessment…………………………………………………………….. 40 Chapter 3: Public Water Supply Use Support Assessment……………………………………………….. 48 Chapter 4: Contact Recreation Use Support Assessment…………………………………………………. 52 Chapter 5: Fish Consumption Use Support Assessment…………………………………………………… 61 Chapter 6: Ohio River Water Quality Trends Analysis………………………………………………………. 65 Chapter 7: Special Studies……………………………………………………………………………………………….. 67 Chapter 8: Integrated List……………………………………………………………………………………………….. 69 Summary…………………………………………………………………………………………………………………………………….…. 72 FIGURES Figure 1. The Ohio River Basin………………………………………………………………………………………….…………... 7 Figure 2. Land Use in the Ohio River Basin……………………………………………………………………….…………... 8 Figure 3. Ohio River flow data at Wheeling, WV; Markland, KY; and Smithland, KY……………………... 13 Figure 4. Bimonthly
    [Show full text]
  • The United States Army Corps of Engineers' Role in Natural Resources and Recreational Management
    Louisiana State University LSU Digital Commons LSU Historical Dissertations and Theses Graduate School 1998 Human Dimensions of Water Resources Policy: the United States Army Corps of Engineers' Role in Natural Resources and Recreational Management. Herman Roger Hamilton Louisiana State University and Agricultural & Mechanical College Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_disstheses Recommended Citation Hamilton, Herman Roger, "Human Dimensions of Water Resources Policy: the United States Army Corps of Engineers' Role in Natural Resources and Recreational Management." (1998). LSU Historical Dissertations and Theses. 6675. https://digitalcommons.lsu.edu/gradschool_disstheses/6675 This Dissertation is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Historical Dissertations and Theses by an authorized administrator of LSU Digital Commons. For more information, please contact [email protected]. INFORMATION TO USERS This manuscript has been reproduced from the microfilm master. UMI films the text directly from the original or copy submitted. Thus, some thesis and dissertation copies are in typewriter face, while others may be from any type of computer printer. The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleedthrough, substandard margins, and improper alignment can adversely affect reproduction. In the unlikely event that the author did not send UMI a complete manuscript and there are missing pages, these will be noted. Also, if unauthorized copyright material had to be removed, a note will indicate the deletion. Oversize materials (e.g., maps, drawings, charts) are reproduced by sectioning the original, beginning at the upper left-hand comer and continuing from left to right in equal sections with small overlaps.
    [Show full text]