An Analysis of the Potential of Hydroelectric Power in Kentucky
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
January 2021
January 2021 Holly Hill 21 January 2021 Purchasing Manager Kenton County Fiscal Court 1840 Simon Kenton Way Covington, KY 41011 RE: Licking River Blue Water Trail Study Ms. Hill, Copperhead Environmental Consulting, Inc. (Copperhead) is pleased to submit the attached proposal to analyze approximately 122 miles of river and stream associated with the Licking River from Paris, Kentucky to the Ohio River to evaluate the potential for outdoor recreation and tourism. We have assembled a team of biologists, GIS specialists, archeologists, economic developers, recreational specialists, planners, and watershed specialists to support this project. Along with Copperhead biologists, planners, and writers, we have partnered with Cultural Resource Analysts, Inc. for archeological and historical services, EHI Consultants to support economic analyses and plan development, OutrageGIS Mapping to support mapping, and the University of Kentucky to develop initial outreach products for this project. Our multi-faceted expertise makes us ideally suited to serve your environmental service needs. The following document outlines select project experience examples and implementation plans. Please do not hesitate to contact me with any questions or clarifications needed. Sincerely, Marty Marchaterre Environmental Planner (859) 684-9387 [email protected] OVERVIEW Kentucky’s natural resources are a tourism draw for residents of the Commonwealth and visitors alike. The Licking River watershed is home to navigable waters, interesting plant and animal species, attractive geological features, fascinating historical and archeological stories, and an overall natural beauty. The Licking River, along with the South Fork of the Licking River and Stoner Creek from Paris, Kentucky to the Ohio River near Cincinnati, Ohio (hereafter referred to as the Study Corridor), has the potential to be promoted for outdoor recreation and tourism through fishing, boating, bird watching, heritage tourism, and educational opportunities, to name a few. -
Exploring Design, Technology, and Engineering
Exploring Design, Technology, & Engineering © 2012 Chapter 21: Energy-Conversion Technology—Terms and Definitions active solar system: a system using moving parts to capture and use solar energy. It can be used to provide hot water and heating for homes. anode: the negative side of a battery. cathode: the positive side of a battery. chemical converter: a technology that converts energy in the molecular structure of substances to another energy form. conductor: a material or object permitting an electric current to flow easily. conservation: making better use of the available supplies of any material. electricity: the movement of electrons through materials called conductors. electromagnetic induction: a physical principle causing a flow of electrons (current) when a wire moves through a magnetic field. energy converter: a device that changes one type of energy into a different energy form. external combustion engine: an engine powered by steam outside of the engine chambers. fluid converter: a device that converts moving fluids, such as air and water, to another form of energy. four-cycle engine: a heat engine having a power stroke every fourth revolution of the crankshaft. fuel cell: an energy converter that converts chemicals directly into electrical energy. gas turbine: a type of engine that creates power from high velocity gases leaving the engine. heat engine: an energy converter that converts energy, such as gasoline, into heat, and then converts the energy from the heat into mechanical energy. internal combustion engine: a heat engine that burns fuel inside its cylinders. jet engine: an engine that obtains oxygen for thrust. mechanical converter: a device that converts kinetic energy to another form of energy. -
South Fork of the Licking River Rapid Watershed Assessment
South Fork of the Licking River Rapid Watershed Assessment Hydrologic Unit Codes (HUC) 05100102 October 2008 USDA-NRCS, Lexington, Kentucky South Fork of the Licking River near Cynthiana, KY Photo: Tom Leith, USDA Kentucky Rapid Watershed Assessment, 2008_______________________________________________________Page 1 of 36 Table of Contents Introduction………………………………………………………………………….3 Geology and Soils……………………………………………………………………5 Threatened and Endangered Species………………………………………………6 Land Use/Land Cover……………………………………………………………….7 County Data………………………………………………………………………… 9 Stakeholder Participation and Conservation Needs…………………………….. 10 Prime Farmland Soils……………………………………………………………... 13 Highly Erodible Land………………………………………………………………15 Hay and Pasturelands……………………………………………………………... 16 Croplands…………………………………………………………………………... 17 Hydric Soils………………………………………………………………………… 19 Wildlife Priority Conservation Areas…………………………………………….. 21 Water Resources…………………………………………………………………… 23 List of Impaired Streams………………………………………………………….. 26 Sinkholes…………………………………………………………………………….28 Demographics……………………………………………………………………… 29 NRCS Conservation Program Data…………………………………………..….. 30 References…………………………………………………………………………..34 Natural Resources Conservation Service (NRCS) United State Department of Agriculture (USDA) Suite 210, 771 Corporate Drive, Lexington, KY 40503 The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, sex, religion, age, disability, political beliefs, sexual orientation, -
Horizontal Axis Water Turbine: Generation and Optimization of Green Energy
International Journal of Applied Engineering Research ISSN 0973-4562 Volume 13, Number 5 (2018) pp. 9-14 © Research India Publications. http://www.ripublication.com Horizontal Axis Water Turbine: Generation and Optimization of Green Energy Disha R. Verma1 and Prof. Santosh D. Katkade2 1Undergraduate Student, 2Assistant Professor, Department of Mechanical Engineering, Sandip Institute of Technology & Research Centre, Nashik, Maharashtra, (India) 1Corresponding author energy requirements. Governments across the world have been Abstract creating awareness about harnessing green energy. The The paper describes the fabrication of a Transverse Horizontal HAWT is a wiser way to harness green energy from the water. Axis Water Turbine (THAWT). THAWT is a variant of The coastal areas like Maldives have also been successfully Darrieus Turbine. Horizontal Axis Water Turbine is a turbine started using more of the energy using such turbines. The HAWT has been proved a boon for such a country which which harnesses electrical energy at the expense of water overwhelmingly depends upon fossil fuels for their kinetic energy. As the name suggests it has a horizontal axis of electrification. This technology has efficiently helped them to rotation. Due to this they can be installed directly inside the curb with various social and economic crisis [2]. The water body, beneath the flow. These turbines do not require complicated remote households and communities of Brazil any head and are also known as zero head or very low head have been electrified with these small hydro-kinetic projects, water turbines. This Project aims at the fabrication of such a where one unit can provide up to 2kW of electric power [11]. -
Design, Performance and Maintenance of Francis Turbines
Global Journal of Researches in Engineering Mechanical and Mechanics Engineering Volume 13 Issue 5 Version 1.0 Year 2013 Type: Double Blind Peer Reviewed International Research Journal Publisher: Global Journals Inc. (USA) Online ISSN: 2249-4596 Print ISSN:0975-5861 Design, Performance and Maintenance of Francis Turbines By Hermod Brekke Abstract - The aim for turbine design is to increase the efficiency and avoid cavitation and fractures during operation. A brief discussion on a the design philosophy during the last 60 years with will be presented. The structural design has moved from castings and riveted plates to fully fabricated structures of high tensile strength steel in the stationary parts and stainless 13/4 Cr/Ni or 16/5 (17/4) Cr/Ni steel have substituted the 13/1 Cr/Ni in runners. The paper also includes an ancient runner design with plate steel blades moulded in cast steel at crown and band. Such high head runners, put in operation in 1950, hve been in operation in good condition Norway until about 15 years ago. A discussion on stress analyses and fatigue problems of pressure loaded parts and high frequency fatigue in runners, will be presented GJRE-A Classification : FOR Code: 290501 Design, Performance and Maintenance ofFrancis Turbines Strictly as per the compliance and regulations of : © 2013. Hermod Brekke. This is a research/review paper, distributed under the terms of the Creative Commons Attribution- Noncommercial 3.0 Unported License http://creativecommons.org/licenses/by-nc/3.0/), permitting all non commercial use, distribution, and reproduction in any medium, provided the original work is properly cited. -
Hydropower Team Trip Report (June 18-20, 2003)
APPENDIX A.3 Hydropower Team Trip Report (June 18-20, 2003) UPPER SAN JOAQUIN RIVER BASIN STORAGE INVESTIGATION - PHASE 1 HYDROPOWER ANALYSIS TRIP REPORT - SITE VISITS TO RETAINED SITES June 18 – 20, 2003 INTRODUCTION This field trip report was prepared to document on-site data collection activities in support of an appraisal-level hydropower evaluation of surface storage options under consideration in the Phase 1 Upper San Joaquin River Basin Storage Investigation. As part of Task 1, Data Collection, field trips were made to three potential Temperance Flat dam locations on the San Joaquin River at river mile (RM) 274, RM 279, RM 286; and at two potential dam sites for off-steam storage reservoirs at Fine Gold Creek and Yokohl Creek. Field trips were also made to the Pacific Gas and Electric (PG&E) and Southern California Edison (SCE) hydroelectric facilities likely to be impacted by dams at RM 274, RM 279 and RM 286. The PG&E facilities included Wishon Powerhouse, Kerckhoff Dam, Kerckhoff No: 1 Powerhouse and Kerckhoff No: 2 Powerhouse. The SCE facilities included Big Creek No: 4 Powerhouse, Redinger Dam and Big Creek No: 3 Powerhouse. The PG&E and SCE facilities are all located on the San Joaquin River. Potential dam locations and existing PG&E and SCE facilities were visited as follows: Wednesday, June 18, 2003: RM 286, Big Creek No: 4 Powerhouse, Redinger Dam, Big Creek No: 3 Powerhouse, and Fine Gold Creek. Thursday, June 19, 2003: Kerckhoff Dam, Wishon Powerhouse, Kerckhoff No: 1 Powerhouse, Kerckhoff No: 2 Powerhouse, and Yokohl Creek. -
Comparative Performance Evaluation of Pelton Wheel and Cross Flow Turbines for Power Generation
EUROPEAN MECHANICAL SCIENCE Research Paper e-ISSN: 2587-1110 Comparative Performance Evaluation of Pelton Wheel and Cross Flow Turbines for Power Generation Oyebode O. O.1* and Olaoye J. O.2 1Department of Food, Agricultural and Biological Engineering, Kwara State University, Malete, Kwara State, Nigeria. 2Department of Agricultural and Biosystems Engineering, University of Ilorin, Ilorin, Kwara State, Nigeria. ORCID: Oyebode (0000-0003-1094-1149) Abstract The performance of two micro hydro power turbines (Pelton Wheel and Cross Flow Turbines) were evaluated at the University of Ilorin (UNILORIN) dam. The Dam has a net head of 4 m, flow rate of 0.017m3 and theoretical hydropower energy of 668W. The two turbines were tested and the optimized value of operating conditions namely; angle of inclination (15o above tangent, tangential and 15o below tangent), height to impact point (200mm, 250mm and 300mm) and length to impact point (50mm, 100mm and 150mm) were pre-set at their various levels for both Turbines. The optimum values of the process output or measured parameters were determined statistically using a 33X2 factorial experiment in three replicates. An optimum Turbine speed (538.38rpm) in off load condition was achieved at 250mm height to impact point, 150mm length to impact point and angle at tangential inclination. Similar combination also yielded an optimum turbine torque of 46.16kNm for Pelton Wheel Turbine. For the Crossflow Turbine, an optimum turbine speed of 330.09rpm was achieved by pre-setting 250mm height to impact point, 100mm length to impact point and 15º below tangent. Same combination also yielded an optimum turbine torque of 39.07kNm. -
Profiles for Counties in the Licking
Major Licking River Watershed County Profiles The Licking River Watershed or River Basin physically includes Magoffin*, Morgan*, Rowan*, Bath*, Fleming*, Bourbon, Harrison*, Nicholas*, Robertson*, the majority of Pendleton*, and parts of Menifee*, Montgomery, Clark, Elliott, Lewis, Mason, Bracken, Campbell*, Kenton*, Boone, and Grant counties.1 The Licking River Region report also includes Gallatin and a portion of Carroll counties. Hinkston and Stoner Creeks join in Bourbon County to form the South Fork of the Licking River which joins the main stem in Falmouth. The North Fork joins the Licking River near Sunrise, north of Claysville, in Harrison County, around its northern border with Pendleton County. The North Fork forms the border between Bracken and Robertson counties. The Licking River was officially discovered by Thomas Walker in June of 1750 who named it Frederick’s River. The Native Americans called it Nepernine and used the river to transport goods for trade and to travel to the central Kentucky grassland areas for hunting. Charles Kerr’s History of Kentucky (1922) says that the Licking means “land with springs and meadows.” An earlier name, Great Salt Lick Creek, referred to the salt licks along the river. The Licking River was first officially surveyed in 1835. The Licking River is noted to be 320 miles long. The Licking River was an important route of transportation for timber operations that floated logs down the river to Covington. Cave Run Lake, the only impoundment on the river, was formed in 1974. It has a summer pool of approximately 8,200 acres. Cave Run Lake is one of the most productive muskie fisheries in the Eastern United States. -
Harvesting Energy from In-Pipe Hydro Systems at Urban and Building Scale
International Journal of Smart Grid and Clean Energy Harvesting energy from in-pipe hydro systems at urban and building scale Marco Casini * Department of Planning, Design, and Technology of Architecture (PDTA), Sapienza University of Rome, Via Flaminia 72, 00196 – Rome, Italy Abstract In addition to photovoltaic and wind systems, nowadays in-pipe water to wire power systems are becoming particularly interesting for the integration of renewable resources at urban and building scale because of the potential to harness clean energy from excess head pressure in urban and domestic water pipelines. Able to operate across a wide range of head and flow conditions, these particular micro hydro power systems can be deployed in municipalities, energy-intensive industries and agricultural irrigation districts providing a consistent amount of clean and continuous energy without the typical intermittency of wind and solar and at the same time helping in pipelines management and maintenance. The article presents an overview of the different types of in-pipe hydro systems available on the market and illustrates their possible applications at the urban and building scale and the benefits achievable in terms of energy production compared to other renewable such as photovoltaic and wind systems. Keywords: In-pipe hydro systems, energy harvesting, renewable energy, small hydro, building integrated renewable energy, renewable energy at urban scale, distributed energy 1. Introduction Hydropower is a mature and cost-competitive renewable energy source that plays a strategic essential role in XXI century electricity mix, contributing to more than 16% of electricity generation worldwide (more than 3500 TWh) and about 85% of global renewable electricity [1], [2]. -
Some Dam – Hydro News
SSoommee DDaamm –– HHyyddrroo NNeewwss and Other Stuff i 1/02/2009 Quote of Note: “Washington DC is to lying what Wisconsin is to cheese.” - - Dennis Miller “No nation was ever drunk when wine was cheap.” - - Thomas Jefferson Ron’s wine pick of the week: Rosemont “Diamond Label” Shiraz 2006 OOtthheerr SSttuuffffff::: (There’s an easy solution to this problem. If the City agrees to all liabilities should an accident occur, then the area can be open to the public.) By Kate Ramunni, 12/23/2008, ConnPost.com SHELTON -- The owner of the Shelton Canal Co. is again appealing to the Federal Energy Regulatory Commission to relocate the portion of his property that is open to the public. As part of the company's license, and as a condition of the zoning approval it received more than two decades ago, a portion of the property at the end of Canal Street must be open to the public for recreation. It has over the years been used for fishing. McCallum Industries co-owner Joseph Szarmach has filed a request for another hearing on the issue, a month after FERC reversed its initial approval of the relocation. That action came after the state Department of Environmental Protection appealed the initial approval. "We are going through this process to amend our license because it is standard procedure; however, we continue to believe it is our right to close the canal area due to safety concerns," Szarmach said, most notably its proximity to the dam. "The DEP, at the city's urging, is advocating full and unfettered access to a pool of water into which we dump 34,000 gallons of water per second," Szarmach said. -
Historic American Indian Tribes of Ohio 1654-1843
Historic American Indian Tribes of Ohio 1654-1843 Ohio Historical Society www.ohiohistory.org $4.00 TABLE OF CONTENTS Historical Background 03 Trails and Settlements 03 Shelters and Dwellings 04 Clothing and Dress 07 Arts and Crafts 08 Religions 09 Medicine 10 Agriculture, Hunting, and Fishing 11 The Fur Trade 12 Five Major Tribes of Ohio 13 Adapting Each Other’s Ways 16 Removal of the American Indian 18 Ohio Historical Society Indian Sites 20 Ohio Historical Marker Sites 20 Timeline 32 Glossary 36 The Ohio Historical Society 1982 Velma Avenue Columbus, OH 43211 2 Ohio Historical Society www.ohiohistory.org Historic American Indian Tribes of Ohio HISTORICAL BACKGROUND In Ohio, the last of the prehistoric Indians, the Erie and the Fort Ancient people, were destroyed or driven away by the Iroquois about 1655. Some ethnologists believe the Shawnee descended from the Fort Ancient people. The Shawnees were wanderers, who lived in many places in the south. They became associated closely with the Delaware in Ohio and Pennsylvania. Able fighters, the Shawnees stubbornly resisted white pressures until the Treaty of Greene Ville in 1795. At the time of the arrival of the European explorers on the shores of the North American continent, the American Indians were living in a network of highly developed cultures. Each group lived in similar housing, wore similar clothing, ate similar food, and enjoyed similar tribal life. In the geographical northeastern part of North America, the principal American Indian tribes were: Abittibi, Abenaki, Algonquin, Beothuk, Cayuga, Chippewa, Delaware, Eastern Cree, Erie, Forest Potawatomi, Huron, Iroquois, Illinois, Kickapoo, Mohicans, Maliseet, Massachusetts, Menominee, Miami, Micmac, Mississauga, Mohawk, Montagnais, Munsee, Muskekowug, Nanticoke, Narragansett, Naskapi, Neutral, Nipissing, Ojibwa, Oneida, Onondaga, Ottawa, Passamaquoddy, Penobscot, Peoria, Pequot, Piankashaw, Prairie Potawatomi, Sauk-Fox, Seneca, Susquehanna, Swamp-Cree, Tuscarora, Winnebago, and Wyandot. -
Catalog of Hydrologic Units in Kentucky
James C. Cobb, State Director and Geologist Kentucky Geological Survey UNIVERSITY OF KENTUCKY CATALOG OF HYDROLOGIC UNITS IN KENTUCKY Daniel I. Carey 2003 CONTENTS HYDROLOGIC UNITS.............................................................................................................................................................................4 Ohio River Basin - Region 05 (38,080 sq. mi.)..........................................................................................................................................5 Big Sandy River Basin - Subregion 0507 (2,290 sq. mi.) ......................................................................................................................5 Big Sandy River - Accounting Unit 050702 (2,290 sq. mi.)...........................................................................................................5 Big Sandy River - Catalog Unit 05070201 (478 sq. mi.) ..............................................................................................................5 Upper Levisa Fork - Catalog Unit 05070202 (359 sq. mi.).........................................................................................................7 Levisa Fork - Catalog Unit 05070203 (1,116 sq. mi.)...............................................................................................................12 Big Sandy River, Blaine Creek - Catalog Unit 05070204 (337 sq. mi.).......................................................................................18 Tygarts Creek, Little Sandy River,