Monitoring and Response Plan for Asian Carp in the Mississippi River Basin
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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. -
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-------------------------------------- -
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. -
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 -
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.