Hydraulic Research in the United States 1964
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Cowlitz/Riffe Lake Level Fact Sheet June 6, 2017
Cowlitz/Riffe Lake Level Fact Sheet June 6, 2017 Based on new information about regional seismicity, the United States Geological Survey (USGS) revised its earthquake predictions for the Cowlitz River basin. Although the probability of a large earthquake is very low, the revisions showed an increase to the potential impact on the spillway piers of Mossyrock Dam (not to the dam structure itself). To protect public safety, Tacoma Power has proposed to hold Riffe Lake’s elevation down approximately 30 feet lower than full (778 ft.) at least into the next decade. Formal approval by the federal agency that regulates the utility is pending. Public safety Public safety is our top priority. Although there is a very low probability of the type of seismic activity that would cause the spillways to fail, we have a responsibility to operate in a way that limits the risk to the public. Keeping the lake level lower Mossyrock Dam’s five spillway piers accomplishes that. There are no modifications to the operations at at full lake level Mayfield Dam. If we get significant rain or flooding, Tacoma Power may need to use the storage capacity of Riffe Lake to minimize downstream flooding by temporarily allowing the lake level to rise. After the risk of downstream flooding passes, we would then gradually lower the reservoir. Seismic information Mossyrock Dam is a tall, double curvature arch with spillways located high in the middle of the dam. No concrete arch dams have failed due to earthquakes. However, preliminary analysis concluded that specific seismic events could cause the spillway piers to fail, which could cause the spillway gates to fail, resulting in an uncontrolled release of water and considerable downstream flooding. -
DETERMINING the LOCATION of HYDRAULIC JUMP by MODEL TEST and HEC-2 FLOW ROUTING/ a Thesis Presented to the Faculty of the Fritz
L-DETERMINING THE LOCATION OF HYDRAULIC JUMP BY MODEL TEST AND HEC-2 FLOW ROUTING/ A Thesis Presented to The Faculty of the Fritz J. and Dolores H. Russ College of Engineering and Technology Ohio University In Partial Fulment of the Requirement for the Degree Master of Science by Chen-Feng Li, 4 August, 1995 ACKNOWLEDGEMENTS The author gratefdly acknowledges the hanicial support fiom my family, advisor Dr. Chang (Civil Engineering Dept., Ohio University) and Feng Chia University (Taiwan). The author would like to thank the Civil Engineering Department for the help they provided by supplying the various equipment used for my studies. The author also wants to thank those who have helped in my thesis writing. TABLE OF CONTENTS TABLE OF CONTENTS ................................iv LIST OF TABLES ...................................vii LIST OF FIGURES .................................. viii LIST OF SYMBOLS ..................................xii I. INTRODUCTION .................................. 1 I. 1 Background of Study .......................... 1 1.2 Purpose of Study ............................ 2 1.3 Buckingham PI Theorem and Dynamic Simulation ........... 2 1.4 Experiments and Requirements ..................... 3 I .5 The FUTURE Development of the Study ................ 4 I1 . SELECTED LITERATURE REVIEW ..................... 6 11 . 1 Theoretical Development of Hydraulic Jump .............. 6 II.2 Studies of Hydraulic Jump ....................... 6 LI.3 Channel Slope and Hydraulic Jump ................... 8 v 11.4 Length and Location of Hydraulic Jump .................11 II.5 Force and Hydraulic Jump ........................14 II.6 Hydraulic Structures and Hydraulic Jump ................16 II.6.1 Hydraulic Jump in A Stilling Basin ...............17 II.6.2 Sluice Gate and Hydraulic Jump ................17 11.6.3 Sill and Hydraulic Jump ....................19 11.7 Computer Simulation ofHydraulic Jump Surface Profiles ........24 m . -
2010 Integrated Resource Plan
2010 Integrated Resource Plan August 2010 Prepared by Power Management Direct Comments/Questions to (253) 502-8025 Tacoma Power 2010 Integrated Resource Plan Executive Summary Tacoma Power’s 2010 Integrated Resource Plan recommends conservation as the sole addition to the utility’s resource portfolio. Analysis indicates that an aggressive conservation acquisition program coupled with Tacoma Power’s existing resources will be sufficient to meet projected retail load. This strategy should allow the utility to avoid a need to purchase expensive generating resources for over ten years. Specifically, this IRP found that: • Approximately 63 aMW of new conservation is cost-effective in Tacoma Power’s service territory over the next ten years. • This conservation, when combined with current utility resources should be sufficient to serve projected retail load beyond 2020. • Tacoma Power is well positioned to comply with the 3 percent renewable resource mandate that begins in 2012. Tacoma Power’s eligible renewable resource portfolio is comprised of nearly equal parts of utility owned incremental hydro and a contract for renewable energy credits. The 2010 IRP also considered the potential effect of electric vehicles and climate change on utility operations: • Electric vehicles are unlikely to impose a significant load on Tacoma Power until 2018 to 2025. • The effects of climate change are likely to be small for Tacoma Power’s loads and resources through the mid-2020s. This assessment is preliminary – the findings are likely to evolve as our understanding of the regional implications of climate change improves. Page: iii TACOMA POWER 2010 INTEGRATED RESOURCE PLAN EXECUTIVE SUMMARY The primary purpose of preparing an meet any identified load-resource gap at integrated resource plan (IRP) is to the lowest cost and risk. -
Finance Department
City of Tacoma Department of Public Utilities Power Division Cowlitz Falls North Shore Collector Downstream Fish Evaluation RFP Specification No. PG16-0558F QUESTIONS and ANSWERS All interested parties had the opportunity to submit questions in writing to Joe Parris, Purchasing Division by 3:00 PM on January 9, 2017. The answers to the questions received are provided below and posted to the City’s website at www.TacomaPurchasing.org. This information IS NOT considered an addendum. Respondents should consider this information when submitting their proposals. Question 1: In reference to page 1: Is the Downstream Fish Passage Conceptual Design Report available? Answer 1: Yes, the report was submitted to FERC on February 15, 2012 and will be provided with the responses. Question 2: In reference to page 6, item #10 - The Required Form only indicates Signature page be included: What is to be done with Appendix A Proposal Form and Contractor Record of Prior Contracts? Are these also to be included as RFP Content to be Submitted? Answer 2: Yes. Both forms are required in the content to be submitted. An Addendum will be posted to clarify these requirements Question 3: In reference to page 8 - objective 3b: Define FSC performance. Answer 3: The primary metric for measuring the CFNSC (rather than the FSC) is Fish Passage Survival (FPS). Target FPS is 95%, with a minimum of 75% while employing the best available technology. Secondary metrics include Fish Collection Efficiency (FCE), Detection Efficiency (DE), Entrance Efficiency (EE), and Retention Efficiency (RE). Question 4: In reference to page 8, Objective 4b: Is information on outmigration historical run timing available? Answer 4: Yes, although these data will be limited to periods when the collector has been operated, typically April 1st through August 31st. -
Characteristics of Undular Hydraulic Jump Downstream of a Sluice Gate
CHARACTERISTICS OF UNDULAR HYDRAULIC JUMP DOWNSTREAM OF A SLUICE GATE KARAKTERISTIK LONCATAN HIDROLIK UNDULAR DI HILIR PINTU AIR Komang Arya Utama 1), Bambang Yulistiyanto 2), and Budi S. Wignyosukarto 2) 1) Lecturer in Civil Engineering Department, Faculty of Engineering, Gorontalo State University 2) Lecturer in Civil and Environmental Engineering Department, Faculty of Engineering, Gadjah Mada University ABSTRACT Undular hydraulic jump is a hydraulic jump with a low Froude number which is marked by the emergence of a fixed roller. Information about the characteristics of undular hydraulic jump is still very poor. In order for the interests of the development of science, it is necessary to in-depth study of the hydraulic characteristics and phenomenon that appear on the undular hy- draulic jump. This research is applying the 2D physical model that used a tilting flume. Sluice gate is used as a tool to gene- rate the undular hydraulic jump. Measurement of distance and depth using a point gauge while the flow velocity was measu- red using a Nixon Streamflo 422 Currentmeter. Circulation flow is driven by using water pumps with discharge 15 l/s and 30 l/s. The results of this study indicate that the maximum flow velocity of dimensionless velocity distribution are at 0.5 - 0.9. Lowest value of Froude number obtained in running model Q9A1 is Fr1 = 1.197 and its highest value obtained in running mo- del Q3A1 is Fr1 limit = 2.258. The wave steepness is mild with a slope range are 0.1 to 0.3 or 10% to 30%. The length and height of the wave form are reduce at the first, second, third and so on until the condition of conjugate depth (y3). -
Analysis of Turbulent Hydraulic Jump Over a Transitional Rough Bed of a Rectangular Channel: Universal Relations Noor Afzal Aligarh Muslim University, India
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Civil Engineering Faculty Publications Civil Engineering 2011 Analysis of Turbulent Hydraulic Jump over a Transitional Rough Bed of a Rectangular Channel: Universal Relations Noor Afzal Aligarh Muslim University, India A. Bushra University of Nebraska-Lincoln Abu Seena Korea Advanced Institute of Science and Technology, Daejeon, Korea Follow this and additional works at: http://digitalcommons.unl.edu/civilengfacpub Part of the Hydraulic Engineering Commons Afzal, Noor; Bushra, A.; and Seena, Abu, "Analysis of Turbulent Hydraulic Jump over a Transitional Rough Bed of a Rectangular Channel: Universal Relations" (2011). Civil Engineering Faculty Publications. 54. http://digitalcommons.unl.edu/civilengfacpub/54 This Article is brought to you for free and open access by the Civil Engineering at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Civil Engineering Faculty Publications by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Published in Journal of Engineering Mechanics 137:12 (2011), pp. 835-845; doi: 10.1061/(ASCE)EM .1943-7889.0000294 Copyright © 2011 American Society of Civil Engineers. Used by permission. Submitted August 9, 2010; approved June 27, 2011; published online June 29, 2011. digitalcommons.unl.edu Analysis of Turbulent Hydraulic Jump over a Transitional Rough Bed of a Rectangular Channel: Universal Relations Noor Afzal,1 A. Bushra,2 and Abu Seena3 1. Visiting Professor, Department of Mechanical Engineering, Korea Advanced Institute of Science and Technology, Daejeon, Korea, and Faculty of Engineering, Aligarh Muslim University, Aligarh, India 2. Department of Civil Engineering, University of Nebraska 3. Department of Mechanical Engineering, Korea Advanced Institute of Science and Technology, Daejeon, Korea. -
Changing Times — the Challenges and Risks of Managing Aging Infrastructure Under a New Financial Reality
United States Society on Dams Changing Times — The Challenges and Risks of Managing Aging Infrastructure Under a New Financial Reality 33rd Annual USSD Conference Phoenix, Arizona, February 11-15, 2013 CONTENTS Plenary Session USACE Experience in Performing Constructability Reviews ...............1 David Paul, Mike Zoccola and Vanessa Bateman, Corps of Engineers; and Dan Hertel, Engineering Solutions, LLC Levees Levee Evaluation with Ground-Penetrating Radar ....................3 Hussein Khalefa Chlaib, Haydar Al-Shukri, Hanan Mahdi, M. Mert Su, Aycan Catakli and Najah Abd, University of Arkansas at Little Rock How Enhanced and Economically Viable Engineering Analysis Can Help Levee Owners Evaluate Their Inventory in Response to FEMA’s Proposed Approach for Non-Accredited Levees ..................................5 Todd Mitchell, Paul Grosskruger and Cornelia Dean, Fugro Constultants, Inc.; and Bob Woldringh, Furgro Engineers, BV Use of Fragility Curves in Assigning Levee Remediation Priorities ...........7 Rich Millet, Sujan Punyamurthula, Derek Morley and Loren Murray, URS Corporation Probabilistic Evaluation of Levee Distress for the Sacramento River Bank Protection Project .....................................9 Khaled Chowdhury, URS Corporation; Derek Morley and Mary Perlea, Corps of Engineers; Wilbur Huang, California Department of Water Resources; and Matthew Weil and Saritha Aella, URS Corporation Integrating Levee Performance Assessments into Complex Flood Protection Systems ..........................................11 T. Mitchell, -
Cowlitz River Advisory Board to Provide Input to WDFW Regarding the FHMP
Hydroelectric facilities at Mayfield and Mossyrock Dam (Hydroelectric Project) are owned and operated by City of Tacoma, Washington, Department of Public Utilities, Light Division (Tacoma). In August of 2000 the Cowlitz River Hydroelectric Project Settlement Agreement (Settlement Agreement) was completed. The Settlement Agreement establishes Tacoma’s obligations for the protection, mitigation and enhancement of natural resources affected by the Hydroelectric Project. The Settlement Agreement called for the development of a Fisheries and Hatchery Management Plan (FHMP). Issues addressed in the FHMP include quantity and size of fish to be released, rearing and release strategies to be employed, stock status monitoring and evaluation programs and fishery management strategies. The initial FHMP was completed in August 2004. The Settlement Agreement calls for the FHMP to be updated every six years, and that update process is now beginning. Actions called for in the FHMP can impact both conservation efforts and fishing opportunities in the Cowlitz Basin. Washington Department of Fish and Wildlife (WDFW) will be working with other signatories to the Settlement Agreement to develop an FHMP that achieves conservation and sustainable fishery goals. To help WDFW better represent our constituents we will work with a Cowlitz River advisory board to provide input to WDFW regarding the FHMP. WDFW’s goal is to complete an updated FHMP that better addresses the needs of the resources and citizens of the State of Washington. To that end, WDFW is currently in the process of developing this Cowlitz River advisory board that will be composed of concerned citizens who will provide recommendations to the department regarding changes to the FHMP and other fishery management issues in the Cowlitz Basin. -
Read the Summary 2020 IRP Report
IRP 2020 Integrated Resource Plan 2 • 2020 INTEGRATED RESOURCE PLAN 3 TABLE OF CONTENTS 1 INTRODUCTION 5 2 ABOUT OUR INTEGRATED RESOURCE PLAN 11 3 NEW SINCE OUR 2017 IRP 12 CLEAN ENERGY TRANSFORMATION ACT 12 EV AUTHORITY 12 THE ENERGY IMBALANCE MARKET 12 IMPACTS OF THE COVID-19 PANDEMIC 13 FOCUS ON EQUITY AND INCLUSION 13 4 ANALYSIS 14 HOW WE ANALYZE OUR PORTFOLIOS 14 PORTFOLIOS WE CONSIDER 15 RESULTS 16 5 OUR RESOURCE STRATEGY AND ACTION PLAN 18 RESOURCE STRATEGY 18 ACTION PLAN 18 MORE INFORMATION ABOUT THE IRP 19 4 • 2020 INTEGRATED RESOURCE PLAN © COPYRIGHT 2020 5 1 INTRODUCTION Tacoma Power has been publicly-owned since 1893. We are a division of Tacoma Public Utilities, which is governed by a five-member Public Utility Board. We were established in 1893 when the citizens of Tacoma voted to buy the privately-owned Tacoma Light & Water Company. Local citizens believed that public ownership and local control would give them a higher caliber of services and the ability to maintain control over them. That decision paved the way for us to become a national leader in providing renewable, reliable, and affordable electricity. Today, we generate, transmit, and distribute electricity and provide energy services in an increasingly competitive marketplace. We provide electricity to nearly 179,000 homes and businesses across 180 square miles in the cities of Tacoma, Fircrest, University Place, Fife, parts of Steilacoom, Lakewood, Joint Base Lewis-McChord, and unincorporated Pierce County as far south as Roy. 6 • 2020 INTEGRATED RESOURCE PLAN WHERE YOUR POWER COMES FROM Nearly all of the electricity we deliver to our customers comes from Our resources usually provide more electricity than we hydroelectric power sources. -
Undular Jump, Numerical Model and Sensitivity
Alma Mater Studiorum - Università di Bologna FACOLTÀ DI SCIENZE MATEMATICHE, FISICHE E NATURALI Corso di Laurea specialistica in Fisica Dipartimento di Fisica UNDULAR JUMP NUMERICAL MODEL AND SENSITIVITY ANALYSIS Tesi di laurea di: Relatore: MICHELE RAMAZZA Prof. RAMBALDI SANDRO Correlatori: Prof. MANSERVISI SANDRO Dott. CERVONE ANTONIO Sessione III Anno Accademico 2007-2008 2 CONTENTS Abstract................................................................................................................................................5 Sommario.............................................................................................................................................5 List of symbol ....................................................................................................................................6 1.Introduction ....................................................................................................................................8 1.1.Open channel flow.................................................................................................................8 1.1.1.Introduction....................................................................................................................8 1.1.2.Classification of open channel flows.........................................................................8 1.1.3.Complexity ....................................................................................................................8 1.2.Bases of open channel hydraulics ...................................................................................10 -
Cowlitz Falls Fish Passage
(-•&•• OCT 3 11935 OSTI •m ,.-> Wi iv4Mi>TEF •mm ••'Si-* • •• DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsi• bility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Refer• ence herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recom• mendation, or favoring by the United States Government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof. DISCLAIMER Portions of this document may be illegible in electronic image products. Images are produced from the best available original document. -'»;e COWLITZ FALLS FISH PASSAGE A big fish-saving effort is bringing neighbors together in a common cause. VI.: On top of the brand new Cowlitz filed a lawsuit against BPA. Here's a ;-^ Dam, on a cool morning in the sport-fishing guide. There's a wood• spring of 1994, and unlikely cutter. collection of people are staring down through grates into a gate Somebody flips a switch to start the well. Some are flat on their bellies, flow through a baffle in the gate shading their eyes, very intent. This well. The water — whose flow is a test. -
Engineering Geology in Washington, Volume I Wuhington Diviaion of Geology and Earth Resoul'ces Bulleti!I 78
The Cowlitz River Projects 264 ENGINEERING GEOLOGY IN WASHINGTON Aerial view of Mossyrock reservoir (Riffe Lake) and the valley of the Cowlitz River; view to the northeast toward Mount Rainier. Photograph by R. W. Galster, July 1980. Engineering Geology in Wuhington, Volume I . Washington Division of Geology and Earth Resources Bulletin 78 The Cowlitz River Projects: Mayfield and Mossyrock Dams HOWARD A. COOMBS University of Washington PROJECT DESCRIPTION unit) is at the toe of the dam on the north bank. The reservoir is 23.5 mi long. By impounding more than The Cowlitz River has its origin in the Cowlitz 1,600,000 acre-ft of water in the reservoir, the output of Glacier on the southeastern slope of Mount Rainier. The Mayfield Dam was greatly enhanced (Figures 3 and 4). river flows southward, then turns toward the west and passes through the western margin of the Cascade AREAL GEOLOGY Range in a broad, glaciated basin. It is in this stretch of The southern Cascades of Washington are composed the river that both Mossyrock and Mayfield dams are lo essentially of volcanic and sedimentary rocks that have cated. Finally, the Cowlitz River turns southward and been intruded by many dikes and sills and by small enters the Columbia River at Longview. batholiths and stocks of dioritic composition, as well as Mayfield Dam, completed in 1963, is 13 mi down plugs of andesite and basalt. Most of these rocks range stream from Mossyrock Dam, constructed 5 yr later. in age from late Eocene to Miocene (Hammond, 1963; Both are approximately 50 mi due south of Tacoma.