Rocky Reach Reservoir Evaluation of Reservoir Operations and Adult
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Inertial Oscillation of a Vertical Rotating Draft with Application to a Sup''ercell Storm
https://ntrs.nasa.gov/search.jsp?R=19920024238 2020-03-17T11:18:28+00:00Z 52151/ //V1/7 NASA Technical Paper 3230 September 1992 Inertial Oscillation of a Vertical Rotating Draft With Application to a Sup''ercell Storm 1] Robert C. Costen and Larry V. Stock N92-33482 (ASA_TP3230) INERTIAL SCILIATI0N OF A VERTICAL ROTATING TO A 'AFT WITH APPLICATION uncl as WPFRCEIL STORM (NASA) 46 p -nI L I r,1? NASA NASA Technical Paper 3230 1992 Inertial Oscillation of a Vertical Rotating Draft With Application to a Supercell Storm Robert C. Costen Langley Research Center Hampton, Virginia Larry V. Stock Hampton University Hampton, Virginia NASA National Aeronautics and Space Administration Office of Management Scientific and Technical Information Program II1f4AL COLOR ILLUS Contents 1. Introduction ................................ 1 2. Model Description ............................. 2 2.1. Coordinate Frame ............................ 2 2.2. Storm Idealizations ........................... 2 3. Inner Solution ............................... 4 3.1. Velocity Field ............................. 4 3.2. Momentum Equation .......................... 4 3.3. Second-Order Partial Derivatives ..................... 5 3.4. Nonlinear Harmonic Equations ...................... 6 3.5. Pressure Field ............................. 6 3.6. Thermodynamic Energy Equation ..................... 7 4. Numerical Integration and Supercell Solution ................. 8 4.1. Inertial Oscillation of and D ...................... 8 4.2. Buoyancy ............................... 9 4.3. Core Radius a and Angular Displacement 0 ................ 9 4.4. Diabatic Heating and Moisture Influx .................. 10 4.5. Constant of the Motion and Froude Number ............... 10 4.6. Horizontal Vorticity Components and i ................ 11 4.7. Translation , jj and Track x, Yc ................... 11 5. Physics of Inertial Oscillation ....................... 13 5.1. Inertial Flow ............................. 13 5.2. Contraction and Cyclonic Spin-Up ................... -
Formation of Electric Charges in Melting Layer
FORMATION OF ELECTRIC CHARGES IN MELTING LAYER A.V. Kochin Central Aerological Observatory, Dolgoprudny, Moscow Region, 141700 RUSSIA 1. INTRODUCTION cover, which could be electrically charged. In response, the initially neutral droplet acquires an The mechanisms for generation of electric equal charge of the opposite sign. Similarly, the charges in clouds have been intensively studied air current overflowing a melting graupel pellet, in many countries for a long time, which is an blows off small charged droplets thus charging indication of both scientific and applied the graupel pellet with a charge of the opposite importance of the subject. The majority of sign. A large number of electrification theoretical models describe processes in mechanisms have been examined (Mason, cumulonimbus clouds. Models dealing with 1971; Muchnik, 1974). nimbostratus clouds are few and more of a However, no significant electric fields are qualitative nature. They do not offer any reliable induced because the carriers of charges of quantitative estimates of the observed effects. different signs are close to each other and However, the electric charges are being mutually compensate for the induced electric generated not only in Cb but also in Ns. fields. Moreover, about 80% of the electric discharges After the microscale partitioning is completed, to the aircraft occur in Ns clouds (Brylev et al., the charges of different signs should gather in 1989). This is not an indication of a large electric relatively small and spatially separated areas, activity of Ns clouds but, rather is a result of the with the concentration of charges of a given sign fact that any flying in vicinity of the exceeding that of the opposite sign (i.e., a cumulonimbus clouds is prohibited because of macroscale charge partitioning). -
Bald Eagle Wintering Activity Rocky Reach Reservoir
Bald Eagle Wintering Activity Summary, 2011 - 2012 Bald Eagle Wintering Activity Rocky Reach Reservoir 2011 - 2012 Public Utility District No. 1 of Chelan County Fish & Wildlife Department Wenatchee, WA 98807-1231 Bald Eagle Wintering Activity Summary, 2011 - 2012 INTRODUCTION The Public Utility District No. 1 of Chelan County (Chelan PUD) owns and operates the Rocky Reach Hydroelectric Project along the Columbia River in central Washington. This project operates under Federal Energy Regulatory Commission (FERC) license #2145-060. Rocky Reach Dam was licensed in 1957 and began generating electricity in 1961. The operating license was renewed in 2009. As prescribed in the Rocky Reach Wildlife Habitat Management Plan required by Article 403 of the Rocky Reach license, Chelan PUD continues to monitor numbers of wintering eagles along Rocky Reach Reservoir (Chelan PUD 2010). This annual report summarizes data collected on wintering bald eagles for the winter of 2011 - 2012. HISTORY From 1975 – 1984, the United States Fish and Wildlife Service (USFWS) conducted monthly aerial surveys for wintering bald eagles along the mid-Columbia River, including Rocky Reach Reservoir (Fielder and Starkey 1980). In 1985, Chelan PUD began regularly monitoring eagles during the winter months along Rocky Reach Reservoir. The bald eagle was delisted on August 9, 2007. As a result, Chelan PUD reduced the monitoring effort from weekly to monthly during the winter months (November – March). This frequency of monitoring exceeds the level suggested in the bald eagle post-delisting monitoring plan (USFWS 2009) and should provide sufficient trend information into the future. Winter surveys allow Chelan PUD to determine distribution of wintering eagles along the Reservoir and to determine the age ratio of sub-adults: adults. -
2009 Rocky Reach and Rocky Island Fish Passage Plan, Article 402, 03
March 30, 2009 To: Bryan Nordlund National Marine Fisheries Service 510 Desmond Drive SE, Suite 103 Lacey, WA 98503 Dear Mr. Nordlund, Public Utility District No.1 of Chelan County (Chelan) respectfully submits this final 2009 Fish Passage Plan (FPP). The section pertaining to the Rocky Reach Hydroelectric Project, FERC No. 2145, is submitted in accordance with License Article No. 408 of the Federal Energy Regulatory Commission (FERC) Order, issued April 12, 2002, amending the license for the Rocky Reach project authorizing the installation of a permanent juvenile fish bypass system. On February 19, 2009, FERC issued a new 43-year operating license for the Rocky Reach Project. Article 402 of the new license requires that …. “Within six months of the issuance date of license and by February 15 each year thereafter, the licensee shall file for Commission approval an operations plan.” The purpose of the new annual Rocky Reach operations plan, we believe, will be to supplant the former FPP, requiring all of the current reporting contents of that plan, but may also require additional information on fisheries and water-quality-related criteria and protocols. Please contact me with any questions or concerns that you might have. Respectfully yours, Barry G. Keesee Fisheries Studies Coordinator (509) 661-4763 Rocky Reach and Rock Island Fish Passage Plan 2009 Final Prepared by Thaddeus R. Mosey Steve L. Hemstrom Barry G. Keesee Fish and Wildlife Department Public Utility District No. 1 of Chelan County Wenatchee, WA 98801 March 31, 2009 Table of Contents Introduction………………………………………………………………………. 1 Overview…………………………………………………………………… 1 Emergency Deviations from the Fish Passage Plan (FPP)………………… 1 Spill…………………………………………………………………………. -
Chief Joseph Hatchery Program
Chief Joseph Hatchery Program Draft Environmental Impact Statement DOE/EIS-0384 May 2007 Chief Joseph Hatchery Program Responsible Agency: U.S. Department of Energy, Bonneville Power Administration (BPA) Title of Proposed Project: Chief Joseph Hatchery Program Cooperating Tribe: Confederated Tribes of the Colville Reservation State Involved: Washington Abstract: The Draft Environmental Impact Statement (DEIS) describes a Chinook salmon hatchery production program sponsored by the Confederated Tribes of the Colville Reservation (Colville Tribes). BPA proposes to fund the construction, operation and maintenance of the program to help mitigate for anadromous fish affected by the Federal Columbia River Power System dams on the Columbia River. The Colville Tribes want to produce adequate salmon to sustain tribal ceremonial and subsistence fisheries and enhance the potential for a recreational fishery for the general public. The DEIS discloses the environmental effects expected from facility construction and program operations and a No Action alternative. The Proposed Action is to build a hatchery near the base of Chief Joseph Dam on the Columbia River for incubation, rearing and release of summer/fall and spring Chinook. Along the Okanogan River, three existing irrigation ponds, one existing salmon acclimation pond, and two new acclimation ponds (to be built) would be used for final rearing, imprinting and volitional release of chinook smolts. The Chief Joseph Dam Hatchery Program Master Plan (Master Plan, Northwest Power and Conservation Council, May 2004) provides voluminous information on program features. The US Army Corps of Engineers, Washington Department of Fish and Wildlife, Washington State Parks and Recreation Commission, Oroville-Tonasket Irrigation District, and others have cooperated on project design and siting. -
Regional Pacific Lamprey Workshop Mtg Minutes 060816
Final Regional Pacific Lamprey Workshop Minutes To: Aquatic SWG Parties Date: July 12, 2016 From: Kristi Geris (Anchor QEA, LLC) Re: Final Minutes of the Regional Pacific Lamprey Workshop The Regional Pacific Lamprey Workshop was held at Douglas PUD headquarters in East Wenatchee, Washington, on Wednesday, June 8, 2016, from 9:00 a.m. to 2:30 p.m. Attendees are listed in Attachment A of these workshop minutes. I. Summary of Discussions 1. Welcome, Introductions, and Workshop Goals (John Ferguson): John Ferguson (Aquatic Settlement Work Group [SWG] Chairman) welcomed the attendees (attendees are listed in Attachment A) and opened the meeting. Ferguson said the purpose for this Regional Pacific Lamprey Workshop is to address scientific uncertainties regarding the causes of poor adult Pacific lamprey passage over Wells Dam and to facilitate regional collaboration in addressing Pacific Lamprey in the Mid‐Columbia River Basin. Ferguson said the goals of today’s workshop include: 1) identifying critical uncertainties that need resolution; 2) discussing and possibly adjusting 2016 Pacific lamprey study designs for Wells and Rocky Reach reservoirs; 3) establishing the scientific foundation for longer term studies; 4) partitioning out adult Pacific lamprey presence and premature mortality; 5) determining more accurate passage enumeration and efficiencies; 6) aiding the prioritization of available study fish; and 7) beginning development of a more integrated approach to Pacific lamprey passage investigations at Mid‐Columbia River dams. Ferguson said today is the first of several discussions aimed at improving the Pacific lamprey resource within the respective jurisdictions of Grant, Chelan, and Douglas PUDs. He indicated the focus of today’s workshop is passage through the Rocky Reach Reservoir and Wells Dam; the Aquatic SWG will focus on fish exiting Wells Dam and migrating through the Wells Reservoir at future meetings. -
Dams and Hydroelectricity in the Columbia
COLUMBIA RIVER BASIN: DAMS AND HYDROELECTRICITY The power of falling water can be converted to hydroelectricity A Powerful River Major mountain ranges and large volumes of river flows into the Pacific—make the Columbia precipitation are the foundation for the Columbia one of the most powerful rivers in North America. River Basin. The large volumes of annual runoff, The entire Columbia River on both sides of combined with changes in elevation—from the the border is one of the most hydroelectrically river’s headwaters at Canal Flats in BC’s Rocky developed river systems in the world, with more Mountain Trench, to Astoria, Oregon, where the than 470 dams on the main stem and tributaries. Two Countries: One River Changing Water Levels Most dams on the Columbia River system were built between Deciding how to release and store water in the Canadian the 1940s and 1980s. They are part of a coordinated water Columbia River system is a complex process. Decision-makers management system guided by the 1964 Columbia River Treaty must balance obligations under the CRT (flood control and (CRT) between Canada and the United States. The CRT: power generation) with regional and provincial concerns such as ecosystems, recreation and cultural values. 1. coordinates flood control 2. optimizes hydroelectricity generation on both sides of the STORING AND RELEASING WATER border. The ability to store water in reservoirs behind dams means water can be released when it’s needed for fisheries, flood control, hydroelectricity, irrigation, recreation and transportation. Managing the River Releasing water to meet these needs influences water levels throughout the year and explains why water levels The Columbia River system includes creeks, glaciers, lakes, change frequently. -
Updraft and Downdraft Statistics of Simulated Tropical and Midlatitude Cumulus Convection
Ninth ARM Science Team Meeting Proceedings, San Antonio, Texas, March 22-26, 1999 Updraft and Downdraft Statistics of Simulated Tropical and Midlatitude Cumulus Convection K.-M. Xu and D. A. Randall Department of Atmospheric Science Colorado State University Fort Collins, Colorado Introduction The statistics of updrafts and downdrafts were substantially different between tropical/subtropical and midlatitude continental cumulus convection (LeMone and Zipser 1980; Lucas et al. 1994). The Thunderstorm Project (Byers and Braham 1949) provided the only statistics for midlatitude continental convection. Recent aircraft observations over tropical oceans also suggested that the averaged thermal buoyancy of downdrafts was positive and similar to that of updrafts (Jorgensen and LeMone 1989; Lucas et al. 1994; Wei et al. 1998; Igau et al. 1999). Updrafts with negative buoyancies were also frequently observed. These observations revealed that “decelerating” drafts commonly occur within convective systems. There have been only a few observational studies of the draft statistics of tropical and midlatitude cumulus convection. All aircraft observations were restricted to the lower and middle troposphere (Table 1). The lack of the complete draft statistics has diminished the values of these studies for improving cumulus parameterizations. The objectives of this study are twofold: 1) to provide a complete set of the draft statistics for any height, and 2) to compare the similarities and to contrast the differences in the draft statistics between tropical and midlatitude cumulus convection. It is our hope that this study will motivate future field experimenters to examine many different aspects of the draft statistics in both midlatitudes and tropical oceans and provide some guidance for further improving cumulus parameterizations in large-scale numerical models. -
Rocky Reach Pacific Lamprey Management Plan
ROCKY REACH PACIFIC LAMPREY MANAGEMENT PLAN Final Draft ROCKY REACH HYDROELECTRIC PROJECT FERC Project No. 2145 September 623, 2005 Public Utility District No. 1 of Chelan County Wenatchee, Washington Pacific Lamprey Management Plan TABLE OF CONTENTS EXECUTIVE SUMMARY ....................................................................................................................................1 SECTION 1: INTRODUCTION ...........................................................................................................................3 SECTION 2: BACKGROUND..............................................................................................................................4 2.1 Life History ....................................................................................................................................................4 2.2 Species Status.................................................................................................................................................4 2.3 Adult Fishway Counts....................................................................................................................................4 2.4 Spawning and Rearing ...................................................................................................................................5 SECTION 3: STUDIES AND EVALUATION OF PROJECT EFFECTS........................................................6 3.1 Adult Lamprey Telemetry Study....................................................................................................................6 -
Rocky Reach Dam: Operational and Structural Total Dissolved Gas Management
Rocky Reach Dam: Operational and Structural Total Dissolved Gas Management by Michael L. Schneider and Steven C. Wilhelms U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road Vicksburg, MS 39180 For Chelan County Public Utility District No. 1 327 N. Wenatchee Ave., PO Box 1231 Wenatchee, WA 98807 Table of Contents Table of Contents............................................................................................................2 List of Tables ..................................................................................................................3 Preface............................................................................................................................6 Background.....................................................................................................................7 Objective.........................................................................................................................7 Approach ........................................................................................................................7 Project Description..........................................................................................................9 General TDG Exchange Description.......................................................................... 10 Forebay ................................................................................................................. 11 Spillway............................................................................................................... -
Convective Cores in Continental and Oceanic Thunderstorms: Strength, Width, And
Convective Cores in Continental and Oceanic Thunderstorms: Strength, Width, and Dynamics THESIS Presented in Partial Fulfillment of the Requirements for the Degree Master of Science in the Graduate School of The Ohio State University By Alexander Michael McCarthy, B.S. Graduate Program in Atmospheric Sciences The Ohio State University 2017 Master's Examination Committee: Jialin Lin, Advisor Jay Hobgood Bryan Mark Copyrighted by Alexander Michael McCarthy 2017 Abstract While aircraft penetration data of oceanic thunderstorms has been collected in several field campaigns between the 1970’s and 1990’s, the continental data they were compared to all stem from penetrations collected from the Thunderstorm Project in 1947. An analysis of an updated dataset where modern instruments allowed for more accurate measurements was used to make comparisons to prior oceanic field campaigns that used similar instrumentation and methodology. Comparisons of diameter and vertical velocity were found to be similar to previous findings. Cloud liquid water content magnitudes were found to be significantly greater over the oceans than over the continents, though the vertical profile of oceanic liquid water content showed a much more marked decrease with height above 4000 m than the continental profile, lending evidence that entrainment has a greater impact on oceanic convection than continental convection. The difference in buoyancy between vigorous continental and oceanic convection was investigated using a reversible CAPE calculation. It was found that for the strongest thunderstorms over the continents and oceans, oceanic CAPE values tended to be significantly higher than their continental counterparts. Alternatively, an irreversible CAPE calculation was used to investigate the role of entrainment in reducing buoyancy for continental and oceanic convection where it was found that entrainment played a greater role in diluting oceanic buoyancy than continental buoyancy. -
NMFS National Marine Fisheries Service
20120307-5193 FERC PDF (Unofficial) 3/7/2012 4:54:15 PM 20120307-5193 FERC PDF (Unofficial) 3/7/2012 4:54:15 PM 20120307-5193 FERC PDF (Unofficial) 3/7/2012 4:54:15 PM 20120307-5193 FERC PDF (Unofficial) 3/7/2012 4:54:15 PM 20120307-5193 FERC PDF (Unofficial) 3/7/2012 4:54:15 PM Table of Contents LIST OF FIGURES ...................................................................................................................... 4 LIST OF TABLES ........................................................................................................................ 5 TERMS AND ABBREVIATIONS .............................................................................................. 6 1. INTRODUCTION ............................................................................................................... 11 1.1 BACKGROUND ................................................................................................................................................ 11 1.2 CONSULTATION HISTORY .................................................................................................................................. 11 1.3 PROPOSED ACTION .......................................................................................................................................... 11 1.4 ACTION AREA ................................................................................................................................................. 12 2. ENDANGERED SPECIES ACT: BIOLOGICAL OPINION AND INCIDENTAL TAKE STATEMENT ................................................................................................................