2.6 DAM/LEVEE FAILURE a Dam Failure Is Defined As an Uncontrolled Release of the Reservoir
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Smart Columbus Demonstration Site Map and Installation Schedule
Demonstration Site Map and Installation Schedule for the Smart Columbus Demonstration Program FINAL REPORT | January 24, 2020 Smart Columbus Produced by City of Columbus Notice This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The U.S. Government is not endorsing any manufacturers, products, or services cited herein and any trade name that may appear in the work has been included only because it is essential to the contents of the work. Acknowledgment of Support This material is based upon work supported by the U.S. Department of Transportation under Agreement No. DTFH6116H00013. Disclaimer Any opinions, findings, and conclusions or recommendations expressed in this publication are those of the Author(s) and do not necessarily reflect the view of the U.S. Department of Transportation. Acknowledgments The Smart Columbus Program would like to thank project leads for each of the Smart Columbus projects for their assistance in drafting and reviewing this Demonstration Site Map and Installation Schedule. Demonstration Site Map and Installation Schedule – Final Report | Smart Columbus Program | i Abstract The City of Columbus, Ohio, won the United States Department of Transportation Smart City Challenge, receiving a pledge of $40 million to develop innovative transportation solutions. For its Smart Columbus program, the City will use advanced technologies in the service of all ages and economic groups while bridging the digital divide. The program will integrate Intelligent Transportation Systems and connected and autonomous vehicle technologies into other operational areas. -
Construction of Tremie Concrete Cutoff Wall, Wolf Creek Dam, Kentucky
c / y (y ¥ f t D n a a n in_r uir D 0!ID§Ii I <__ -j M IS C E L L A N E O U S PAPER SL-80-10 CONSTRUCTION OF TREMIE CONCRETE CUTOFF WALL, WOLF CREEK DAM, KENTUCKY by Terence C. Holland, Joseph R. Turner Structures Laboratory U. S. Army Engineer Waterways Experiment Station P. O. Box 631, Vicksburg, Miss. 39180 September 1980 Final Report Approved For Public Release; Distribution Unlimited Prepared for Office, Chief of Engineers, U. S. Army TA Washington, D. C. 20314 7 .W34m Under C W IS 3 I5 5 3 SL-80-10 1980 », Ar ' \ 8 ;v ;>"* % * OCT 2 7 1980 Water & : as Service Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. SURÈAU OF RECLAMATrON DENVER u *W ff \& A /P 92059356 \y£ ,\s> , *c£p £ > b <0 Unclassified V * ie05*l35Ï.V SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered) O' READ INSTRUCTIONS REPORT DOCUMENTATION PAGE BEFORE COMPLETING FORM 1. REPORT NUMBER 2. GOVT ACCESSION NO. 3. RECIPIENT'S CATALOG NUMBER Miscellaneous Paper SL-80-10 ' 4. T I T L E (and Subtitle) 5. TYPE OF REPORT & PERIOD COVERED V CONSTRUCTION OF TREMIE CONCRETE CUTOFF WALL, Final report WOLF CREEK DAM, KENTUCKY 6. -
Russell County, Kentucky
THE POST OFFICES OF RUSSELL COUNTY, KENTUCKY The 254 square mile Russell is a well-watered county on a moderate to well dissected plateau in the eastern end of South Central Kentucky. The eighty first of the state's counties was established on December 14, 1825 from sections of Adair, Wayne, and Cumberland Counties and named for Col. William Russell. Russell (1758-1825), a veteran of the Revolu tionary War, the Indian campaigns of the 1790s, and the Battle of Tippe canoe (1811), succeeded William Henry Harrison as the commander of American forces on the frontier, and later served in the Kentucky legis lature. The county's original 270 square mile area was increased by ten from Pulaski County in 1840, but several small losses brought it to its present size by 1876. The southern and eastern sections of the county are drained by the Cumberland River and its main branches (Wolf and its Caney Fork, McFarland, and Alligator, the "Roaring" Lily, Greasy, Indian and Little Indian, Blackfish, and Miller Creeks), while the north is drained by Russell and Goose Creeks in the Green River system. Until the Second World War the county's economy was primarily agri cultural, limited mostly to the level and reasonably fertile bottoms of its main streams. Early industries included an iron furnace (1830s), several antebellum cotton and woolen mills in the Cumberland valley, relatively unprofitable oil drilling from the opening, in 1865, of the Gabbart Wells, mostly in the Creelsboro area and near the Cumberland County line, and some open quarry limestone mining for road construction. -
Wolf Creek Dam: a Case Study of Foundation Remediation for Dams Built on Karst Foundations
Scholars' Mine Masters Theses Student Theses and Dissertations Summer 2013 Wolf Creek Dam: a case study of foundation remediation for dams built on Karst foundations Kyla Justene Erich Follow this and additional works at: https://scholarsmine.mst.edu/masters_theses Part of the Geological Engineering Commons Department: Recommended Citation Erich, Kyla Justene, "Wolf Creek Dam: a case study of foundation remediation for dams built on Karst foundations" (2013). Masters Theses. 5387. https://scholarsmine.mst.edu/masters_theses/5387 This thesis is brought to you by Scholars' Mine, a service of the Missouri S&T Library and Learning Resources. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. WOLF CREEK DAM: A CASE STUDY OF FOUNDATION REMEDIATION FOR DAMS BUILT ON KARST FOUNDATIONS by KYLA JUSTENE ERICH A THESIS Presented to the Faculty of the Graduate School of the MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY In Partial Fulfillment of the Requirements for the Degree MASTER OF SCIENCE IN GEOLOGICAL ENGINEERING 2013 Approved by J. David Rogers, Advisor Norbert Maerz James Vandike ii iii ABSTRACT Wolf Creek Dam was completed in 1952 as a 5,736-foot long and 258-foot high combination embankment-concrete gravity dam. Its storage capacity of 6 million acre feet makes it the ninth largest reservoir in the nation. The dam was built on a heavily karstified limestone foundation and began exhibiting signs of excess foundation seepage in late 1967. This led to extensive corrective work in the 1970s beneath the earthen core of the embankment to reduce underseepage. -
Draft Environmental Assessment for Lake Cumberland Marina Expansion
Environmental Assessment U.S. Army Corps of Engineers Lake Cumberland Marina, Proposed Expansion Lake Cumberland, Kentucky m US Army Corps of Engineers ® Nashville District DRAFT ENVIRONMENTAL ASSESSMENT Proposed Expansion of Lake Cumberland Marina Wolf Creek Dam and Lake Cumberland Project Russell County, Kentucky April 13, 2020 For Further Information Contact: Travis Wiley, Biologist U.S Army Corps of Engineers, Nashville District Project Planning Branch i Environmental Assessment U.S. Army Corps of Engineers Lake Cumberland Marina, Proposed Expansion Lake Cumberland, Kentucky TABLE OF CONTENTS 1 PURPOSE AND NEED FOR ACTION ..................................................................... 1 1.1 Authorization ...................................................................................................... 1 1.2 Background ........................................................................................................ 1 1.3 Current Proposal ................................................................................................ 7 1.4 Purpose and Need ............................................................................................. 8 1.5 Issues and Opportunities ................................................................................... 9 2 ALTERNATIVES CONSIDERED ............................................................................. 9 2.1 Alternative 1 – No Action Alternative .................................................................. 9 2.2 Alternative 2 – Applicant’s Preferred -
D6 Internal Erosion Risks for Embankments and Foundations
TABLE OF CONTENTS Page D-6 Internal Erosion Risks for Embankments and Foundations ................. D-6-1 D-6.1 Key Concepts ....................................................................... D-6-1 D-6.2 Historical Background ......................................................... D-6-1 D-6.3 Physical Location of Internal Erosion Categories ............... D-6-2 D-6.4 Processes of Internal Erosion ............................................... D-6-4 D-6.4.1 Scour .................................................................. D-6-5 D-6.4.2 Backward Erosion Piping .................................. D-6-7 D-6.4.3 Internal Migration .............................................. D-6-9 D-6.4.4 Internal Instability – Suffusion and Suffosion .................................................... D-6-10 D-6.5 Conceptual Framework for the Internal Erosion Process ........................................................................... D-6-11 D-6.5.1 Internal Erosion Process .................................. D-6-11 D-6.5.2 Event Trees ...................................................... D-6-11 D-6.5.3 Physical Locations of Failure Paths and Processes Combined .................................. D-6-13 D-6.6 Loading Considerations ..................................................... D-6-19 D-6.6.1 Dams Operated for Storage .............................. D-6-19 D-6.6.2 Dams and Levees Operated for Flood Risk Management ...................................... D-6-20 D-6.7 Initiation – Erosion Starts ................................................. -
ACTION: Original DATE: 08/12/2019 10:57 AM
ACTION: Original DATE: 08/12/2019 10:57 AM 1501:31-13-09 Length limits on certain game fish. Under authority of sections 1533.02 and 1531.08 of the Revised Code, the chief of the division of wildlife hereby orders that: (A) It shall be unlawful for any person to take or possess a coho, chinook, or pink salmon less than twelve inches in length. (B) It shall be unlawful for any person to take or possess a walleye, sauger, or saugeye less than fifteen inches in length while on the following bodies of water: Lake Milton in Mahoning and Portage counties; Berlin lake in Stark, Portage and Mahoning counties; Mahoning river between Berlin lake and lake Milton in Mahoning and Portage counties. C.J. Brown reservoir in Clark county upstream on Buck creek to the Moorefield road bridge; Lake Erie sport fishing district; Acton lake in Butler and Preble counties upstream on Four Mile creek to Main Loop road and upstream on Little Four Mile creek to Main Loop road; Alum Creek lake in Delaware county upstream on Alum creek to the state route 521 bridge in Kilbourne; Atwood lake in Carroll and Tuscarawas counties upstream to Glendale road; Buckeye lake in Fairfield, Perry and Licking counties; Caesar Creek lake in Clinton, Greene and Warren counties upstream on Anderson Fork to the state route 380 bridge and upstream on Caesar creek to the Roxanna-New Burlington bridge; Ferguson reservoir in Allen county; Findlay reservoirs 1 and 2 in Hancock county; Indian lake in Logan county upstream on the North Fork of the Great Miami river to the state route 117 -
An Ecological Approach to Management of an Important Reservoir Fishery
An ecological approach to management of an important reservoir fishery DISSERTATION Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the Graduate School of The Ohio State University By Jahn Lee Kallis Graduate Program in Evolution, Ecology, and Organismal Biology The Ohio State University 2013 Dissertation Committee: Professor Elizabeth A. Marschall, Adviser Professor Stuart A. Ludsin Professor Roy A. Stein Copyright by Jahn Lee Kallis 2013 Abstract The research described herein was an attempt to determine the mechanisms underlying variation in success of saugeye (female Sander vitreus X male S. canadensis) stocked into Ohio reservoirs. In addition, we sought to identify the mechanisms that can be affected by management practices and provide a model framework for experimental assessments of fish stocking alternatives. We accomplished our goals using laboratory experiments and field assessments conducted at the individual and population levels. In a manipulative field study, we evaluated two fish management alternatives, stocking saugeye fry (approximately 6 mm total length (TL)) and stocking saugeye fingerlings (approximately 30 mm TL). We based our evaluation on a comprehensive analysis that included biological responses (i.e. saugeye growth and survival), economic criteria (i.e., saugeye production costs), and multiple fishery objectives. We also correlated saugeye growth and survival with environmental variables to help inform future stocking decisions. Although predation and the timing and abundance of larval gizzard shad prey have been implicated in the success of stocked saugeye cohorts, results from our field manipulative study did not strictly follow predictions from previous research. ii Thus, we combined saugeye historical data with data from our research to test earlier assumptions about saugeye predation mortality and the influence of gizzard shad on stocked saugeye cohorts. -
2011 066.Pdf
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Geotechnical Aspects of Underground Construction in Soft Ground – Viggiani (ed) © 2012 Taylor & Francis Group, London, ISBN 978-0-415-68367-8 Recent uses of directional drilling technology in the construction field D. Vanni & M. Siepi TREVI SpA, Cesena, Italy M. Croce Agenzia Governativa per la Bonifica di Discariche Pubbliche Manfredonia, Italy F. Melli & V. Specchio SOGESID SpA, Italy ABSTRACT: The increasing complexity of the modern projects requires a never ending process of innovation in the construction technologies. In fact, the constant need to improve the transportation networks in especially congested urban areas, entails the need of accurate technologies to cope with the increasing depth of excavation for underground structures. The improvement of the efficiency becomes therefore essential, to save time and money. As a result, the need to control the excavation process has become a must in most of the technologies involved in these projects. In recent years the use of the hydromill turned out to be fairly ordinary for the excavation of the deep shafts, where the compliance of tight tolerances is of paramount importance. The same tight tolerance is now required also for sub- horizontal drilling, when special technologies are used for drilling long holes. -
Laboratory Modeling of Erosion Potential in Dam Foundations Due to Foundation Voids
Utah State University DigitalCommons@USU All Graduate Theses and Dissertations Graduate Studies 5-2014 Laboratory Modeling of Erosion Potential in Dam Foundations Due to Foundation Voids Tyler K. Coy Utah State University Follow this and additional works at: https://digitalcommons.usu.edu/etd Part of the Civil and Environmental Engineering Commons Recommended Citation Coy, Tyler K., "Laboratory Modeling of Erosion Potential in Dam Foundations Due to Foundation Voids" (2014). All Graduate Theses and Dissertations. 3899. https://digitalcommons.usu.edu/etd/3899 This Thesis is brought to you for free and open access by the Graduate Studies at DigitalCommons@USU. It has been accepted for inclusion in All Graduate Theses and Dissertations by an authorized administrator of DigitalCommons@USU. For more information, please contact [email protected]. LABORATORY MODELING OF EROSION POTENTIAL IN DAM FOUNDATIONS DUE TO FOUNDATION VOIDS By Tyler K. Coy A thesis submitted in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE in Civil and Environmental Engineering Approved: __________________________ __________________________ Dr. John D. Rice Dr. James A. Bay Major Professor Committee Member __________________________ __________________________ Dr. Gilberto E. Urroz Dr. Mark R. McLellan Committee Member Vice President for Research and Dean of the School of Graduate Studies UTAH STATE UNIVERSITY Logan, Utah 2014 ii Copyright © Tyler K. Coy 2014 All Rights Reserved iii ABSTRACT Laboratory Modeling of Erosion Potential in Dam Foundations Due to Foundation Voids by Tyler K. Coy, Master of Science Utah State University, 2014 Major Professor: Dr. John D. Rice Department: Civil and Environmental Engineering Many earthen dams and levees throughout the United States and the world have been built on top of karst formations or jointed bedrock, leading to problems with internal erosion. -
Lower Big Walnut Creek Watershed
LOWER BIG WALNUT CREEK WATERSHED WATERSHED ACTION PLAN AND INVENTORY December 2006 Prepared and Written by: Friends of Big Walnut Creek 116 Mill Street Gahanna, Ohio 43230 www.friendsofbigwalnutcreek.org 1 Prepared with assistance from: Erin Miller - MORPC Andrea Gorzitze – MORPC Joe Bonnell – Ohio State University Extension Service Anne Baird – Ohio State University Extension Service Writing contributions by: Mike McNutt – (former) Watershed Coordinator/Friends of Big Walnut Creek Richard Noss, Friends of Big Walnut Creek Bob Kyle, Friends of Big Walnut Creek Bill Resch – Friends of Big Walnut Creek Karen Keller, Friends of Big Walnut Creek This publication was financed in part or totally through a grant from the Ohio Environmental Protection Agency and the United States Environmental Protection Agency, under the provisions of Section 319(h) of the Clean Water Act of 1972 2 PLAN ENDORSEMENT We, the supporters of Lower Big Walnut Creek Watershed conservation efforts do hereby approve and agree to pursue implementation of this Watershed Action Plan prepared and written by the Friends of Big Walnut Creek Board of Directors. ______________________ All relevant signatories will be inserted 3 The Friends of Big Walnut Creek Board of Directors has endeavored to develop a Watershed Action Plan inclusive of the public input that has been gathered. This plan is intended be adaptable, flexible and usable by the community in its development of future Watershed programs. Mark Converse, President Susann Moeller (since Feb. 2006) Bob Bostard, Past-President Mike McNutt (2004 – 2006) Board of Directors Watershed Coordinator 4 TABLE OF CONTENTS TABLE OF CONTENTS .............................................................................................................. 5 LIST OF FIGURES ....................................................................................................................... 9 LIST OF TABLES ...................................................................................................................... -
Wolf Creek Dam (Lake Cumberland) Reconnaissance–Level Evaluation of Dissolved Oxygen Improvement Study
Wolf Creek Dam (Lake Cumberland) Reconnaissance–Level Evaluation of Dissolved Oxygen Improvement Study Section 1. Introduction. The purpose of this evaluation is to identify, compare and assess the costs of various technologies available to improve dissolved oxygen (DO) levels in hydropower discharges from Wolf Creek Dam (WOL). In 2017, the Southeastern Power Administration (SEPA) and other hydropower stakeholders requested that the Corps consider installation of technologies, such as oxygen diffusers, to prevent hydropower revenues lost through water releases via sluice and orifice gates during seasonal periods of poor water quality. Wolf Creek Dam is located at Cumberland River mile 460.9 in south central Kentucky with a vicinity map shown in Figure 1. The dam is 258 feet (ft) high and consists of a combination earth fill and concrete structure totaling 5,736 feet long. Wolf Creek powerhouse has six 45- megawatt (MW) turbines, for a total (non-overload) capacity of 270-MW. US Highway 127 currently crosses the crest of the dam but is expected to be relocated in the near future. Lake Cumberland, created by the dam, impounds 6,089,000 acre-feet (ac-ft) at the top of the Flood Control Pool elevation of 760 ft (National Geodetic Vertical Datum of 1929). All project uses except flood control, are drawn from the power pool located between elevations 673 ft and 723 ft. Under normal operations, summer pool elevation of 723 ft and is targeted in mid-May and held until mid-June. The lake is then gradually drawn down to reach the targeted winter pool elevation of 695 ft by January.