Merced River Wild & Scenic River Fact Sheet #5
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Attachment 1 Credentials of Trlia Board of Senior Consultants
ATTACHMENT 1 CREDENTIALS OF TRLIA BOARD OF SENIOR CONSULTANTS FAIZ I. MAKDISI, PH.D., P.E. PRINCIPAL ENGINEER EDUCATION SKILLS AND EXPERIENCE Ph.D., Geotechnical Dr. Makdisi’s 28-year career has combined applied research and Engineering, University of professional practice in geotechnical and foundation/earthquake California, Berkeley, 1976 engineering for commercial, residential, industrial, and critical M.Sc., Geotechnical structures. Recently he has focused on geotechnical studies and safety Engineering, University of evaluations of earth and rockfill dams, embankments, and landfills. His California, Berkeley, 1971 work includes feasibility evaluations and preliminary design studies; field investigation design and planning; borrow area material studies; in B. Eng., Civil, American situ and laboratory testing; and evaluation and interpretation of static University of Beirut: and dynamic material properties of dams and their foundations. Studies Lebanon, 1970 also included stability evaluations of embankment slopes, seepage analyses, and static and dynamic stress analyses to evaluate stability REGISTRATION during earthquakes. Professional Civil Engineer, He has performed studies to determine earthquake-induced permanent CA No. C29432, 1978 deformations in slopes and embankments, and developed and published Civil Engineer, Institute of widely used simplified procedures for estimating dynamic response and Civil Engineers, Lebanon, permanent deformations in earth and rockfill dams and embankments. 1970 He is a lead participant in earthquake ground motion studies and development of seismic design criteria for key facilities such as dams AFFILIATIONS and nuclear power plants. He was principal investigator of the “Stability American Society of Civil of Slopes, Embankments and Rockfalls” chapter of the Seismic Retrofit Engineers Manual for the Federal Highway Project being prepared for the National Earthquake Engineering Center for Earthquake Engineering Research. -
System Reoperation Study
System Reoperation Study Phase III Report: Assessment of Reoperation Strategies California Department of Water Resources August 2017 System Reoperation Study Phase III Report This page is intentionally left blank. August 2017 | 2 Table of Contents Chapter 1. Introduction .......................................................................................................................................................................................1 -1 1.1 Study Authorization ....................................................................................................................................................................................1 -1 1.2 Study Area ..................................................................................................................................................................................................1 -2 1.3 Planning Principles .....................................................................................................................................................................................1 -4 1.4 Related Studies and Programs...................................................................................................................................................................1 -4 1.5 Uncertainties in Future Conditions ............................................................................................................................................................. 1-6 1.5.1 Climate Change ..........................................................................................................................................................................1 -
Insights Into the Oroville Dam 2017 Spillway Incident
geosciences Communication Insights into the Oroville Dam 2017 Spillway Incident Aristotelis Koskinas 1, Aristoteles Tegos 1,2,*, Penelope Tsira 1, Panayiotis Dimitriadis 1 , Theano Iliopoulou 1, Panos Papanicolaou 1, Demetris Koutsoyiannis 1 and Tracey Williamson 3 1 Department of Water Resources and Environmental Engineering, National Technical University of Athens, Heroon Polytechniou 9, Zografou, GR-15780 Zographou Athens, Greece; [email protected] (A.K.); [email protected] (P.T.); [email protected] (P.D.); [email protected] (T.I.); [email protected] (P.P.); [email protected] (D.K.) 2 Arup Group Limited, 50 Ringsend Rd, Grand Canal Dock, D04 T6X0 Dublin 4, Ireland 3 Arup, 4 Pierhead Street, Cardiff CF10 4QP, UK; [email protected] * Correspondence: [email protected] Received: 9 December 2018; Accepted: 7 January 2019; Published: 11 January 2019 Abstract: In February 2017, a failure occurring in Oroville Dam’s main spillway risked causing severe damages downstream. A unique aspect of this incident was the fact that it happened during a flood scenario well within its design and operational procedures, prompting research into its causes and determining methods to prevent similar events from reoccurring. In this study, a hydroclimatic analysis of Oroville Dam’s catchment is conducted, along with a review of related design and operational manuals. The data available allows for the comparison of older flood-frequency analyses to new alternative methods proposed in this paper and relevant literature. Based on summary characteristics -
(Entosphenus Tridentatus), California – Sacramento Regional Management Unit
U.S. Fish & Wildlife Service Arcata Fisheries Technical Report TR 2018-34 Regional Implementation Plan for Measures to Conserve Pacific Lamprey (Entosphenus tridentatus), California – Sacramento Regional Management Unit Damon H. Goodman and Stewart B. Reid U.S. Fish and Wildlife Service Arcata Fish and Wildlife Office 1655 Heindon Road Arcata, CA 95521 (707) 822-7201 May 2018 Funding for this study was provided by the U.S. Fish and Wildlife Service’s Pacific Southwest Region Fish and Aquatic Conservation Program Office, with additional support provided by the Arcata Fish and Wildlife Office. This plan was developed as part of the Pacific Lamprey Conservation Initiative using information collected through: (1) regional stakeholder meetings hosted throughout the Sacramento Regional Management Unit in 2015-2017, (2) subsequent discussions with various stakeholders, and (3) the authors' experience. New information, as it becomes available, will be incorporated into subsequent revisions of this plan and posted on the U.S. Fish and Wildlife Service Arcata Fish and Wildlife Office website. Disclaimers: The mention of trade names or commercial products in this report does not constitute endorsement or recommendation for use by the Federal Government. The Arcata Fish and Wildlife Office Fisheries Program reports its study findings through two publication series. The Arcata Fisheries Data Series was established to provide timely dissemination of data to local managers and for inclusion in agency databases. The Arcata Fisheries Technical Reports publishes scientific findings from single and multi-year studies that have undergone more extensive peer review and statistical testing. Additionally, some study results are published in a variety of professional fisheries and aquatic science journals. -
Yosemite National Park U.S
National Park Service Yosemite National Park U.S. Department of the Interior Merced Wild & Scenic River Final Comprehensive Management Plan and Environmental Impact Statement Designated in 1987, the The Merced Wild and Scenic River Merced Wild and Scenic River Final Comprehensive Merced Wild and Scenic River includes 81 miles The Merced Wild and Scenic River, designated in Management Plan and Environmental Impact State- in Yosemite National 1987, includes 122 miles of the Merced River on the ment (Final Merced River Plan/EIS) is the National Park and the El Portal Park Service’s response to these requirements. Administrative Site. western side of the Sierra Nevada in California. The National Park Service (NPS) manages 81 miles of the Merced Wild and Scenic River through Yosem- The Final Merced River Plan/EIS will be the guid- ite National Park and the El Portal Administrative ing document for protecting and enhancing river Site, including the headwaters and both the Mer- values and managing use and user capacity within ced River’s main stem and the South Fork Merced the Merced River corridor for the next 20 years. As River. As the Merced River flows outside Yosemite’s such, it evaluates impacts and threats to river values western boundary, the U.S. Forest Service and the and identifies strategies for protecting and enhanc- Bureau of Land Management manage the next 41 ing these values over the long-term. The plan fol- miles of the Merced Wild and Scenic River. lows and documents planning processes required by the National Environmental Policy Act (NEPA), Why a Comprehensive Management Plan? the National Historic Preservation Act (NHPA), The Wild and Scenic Rivers Act (WSRA) requires and other legal mandates governing National Park comprehensive planning for all designated rivers to Service decision-making. -
Sacramento and San Joaquin Basins Climate Impact Assessment
Technical Appendix Sacramento and San Joaquin Basins Climate Impact Assessment U.S. Department of the Interior Bureau of Reclamation October 2014 Mission Statements The mission of the Department of the Interior is to protect and provide access to our Nation’s natural and cultural heritage and honor our trust responsibilities to Indian Tribes and our commitments to island communities. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Technical Appendix Sacramento and San Joaquin Basins Climate Impact Assessment Prepared for Reclamation by CH2M HILL under Contract No. R12PD80946 U.S. Department of the Interior Bureau of Reclamation Michael K. Tansey, PhD, Mid-Pacific Region Climate Change Coordinator Arlan Nickel, Mid-Pacific Region Basin Studies Coordinator By CH2M HILL Brian Van Lienden, PE, Water Resources Engineer Armin Munévar, PE, Water Resources Engineer Tapash Das, PhD, Water Resources Engineer U.S. Department of the Interior Bureau of Reclamation October 2014 This page left intentionally blank Table of Contents Table of Contents Page Abbreviations and Acronyms ....................................................................... xvii Preface ......................................................................................................... xxi 1.0 Technical Approach .............................................................................. 1 2.0 Socioeconomic-Climate Future -
STUDY of INCREASING CONVEY CAPACITY of MERCED RIVER at the CONFLUENCE with SAN JOAQUIN RIVER a Project Presented to the Faculty
STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUENCE WITH SAN JOAQUIN RIVER A Project Presented to the faculty of the Department of Civil Engineering California State University, Sacramento Submitted in partial satisfaction of the requirements for the degree of MASTER OF SCIENCE in Civil Engineering (Water Resources Engineering) by Hani Nour SUMMER 2017 © 2017 Hani Nour ALL RIGHTS RESERVED ii STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUENCE WITH SAN JOAQUIN RIVER A Project by Hani Nour Approved by: __________________________________, Committee Chair Dr. Saad Merayyan __________________________________, Second Reader Dr. Cristina Poindexter, P.E. ___________________________ Date iii Student: Hani Nour I certify that this student has met the requirements for format contained in the University format manual, and that this project is suitable for shelving in the Library and credit is to be awarded for the project. _________________________, Department Chair ______________ Dr. Benjamin Fell, P.E. Date Department of Civil Engineering iv Abstract of STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUNENCE WITH SAN JOAQUIN RIVER by Hani Nour Flooding in California’s Central Valley is very common and expected to occur every year anywhere throughout the region. The climate and geography of the Central Valley, together, are responsible for over flow streams, rivers, and lakes causing water flooding, particularly at the lower elevation areas. San Joaquin Basin is located between the Sierra Nevada (on the east) and the Coast Ranges (on the west) where flooding is typically characterized by infrequent severe storms during winter season due to heavy rain and snow- melt runoff coming from the foothills, east of Merced County (Jesse Patchett 2012). -
Ferguson Rock Slide Buries California State Highway Near Yosemite
Recent Landslides Landslides Edwin L. Harp . Mark E. Reid . Jonathan W. Godt . Jerome V. DeGraff . Alan J. Gallegos DOI 10.1007/s10346-008-0120-9 Received: 14 June 2007 Accepted: 18 January 2008 Ferguson rock slide buries California State Highway near © Springer-Verlag 2008 Yosemite National Park Abstract During spring 2006, talus from the toe area of a rock- about future movement of the approximately 800,000-m3 slide mass. block slide of about 800,000 m3 buried California State Highway Normally, the highway accommodates about 800,000 vehicles per 140, one of the main routes into heavily-visited Yosemite National year. During the 92 days in 2006 when the highway was completely Park, USA. Closure of the highway for 92 days caused business closed, the nearby city of Mariposa sustained losses in tax and losses of about 4.8 million USD. The rock slide, composed of slate business community revenue of about 4.8 million USD (Rick Benson, and phyllite, moved slowly downslope from April to June 2006, Mariposa County Administrator, personal communication, 2007), creating a fresh head scarp with 9–12 m of displacement. traffic congestion increased on other routes to Yosemite National Movement of the main rock slide, a re-activation of an older Park, and local residents and school children endured greatly slide, was triggered by an exceptionally wet spring 2006, following lengthened commutes. Moreover, future downslope movement of a a very wet spring 2005. As of autumn 2006, most of the main slide large part of the slide mass could potentially impact the highway appeared to be at rest, although rocks occasionally continued to realignment and dam or alter the Merced River, a designated fall from steep, fractured rock masses at the toe area of the slide. -
California Water & Sierra Nevada Hydrology
- Adaptive management - California water & Sierra Nevada hydrology - SNRI & UC Merced Roger Bales Sierra Nevada Research Institute UC Merced Forest adaptive management: water 3 objectives: Measure changes in water quality & water budget in representative areas subjected to Framework/SPLATS treatment Estimate the impact of forest treatments on water quality, water budget & aquatic habitat at three levels: watershed, forest, bioregion Provide basis for continuing operational assessment of how Framework treatments will impact streams, water cycle & forest health Sierra Nevada Adaptive Management Program snamp.cnr.berkeley.edu Tasks: Water Quality & Quantity Field measurement program – before/after treatment – controls in parallel w/ treatment – stream temperature, turbidity, dissolved oxygen, electrical conductivity – stream stage/discharge, soil moisture – meteorology, erosion, soil temperature, snowpack, precipitation Modeling & spatial scaling – integrate observations using hydrologic model – estimate model parameters from satellite & ground data – extend impacts across hydrologic & watershed conditions – couple watershed, erosion, stream responses Sierra Nevada Adaptive Management Program snamp.cnr.berkeley.edu Tahoe NF catchments Hydrology focuses on 3 smaller catchments: − treatment − control − higher elevation, future treatment Same strategy in Sierra NF California’s water resources challenges: increasing pressure on mountain resources 1. Changing urban & agricultural water demand 2. Sea level rise 3. Reduction of average annual snowpack -
Hydraulic Model Studies of the Flood Control Outlet and Spillway for Oroville Dam California Department of Water Resources State of California
HYO 5 ·10 HYDRAULICS BRANCH tr1 OFFICIAL FIL E COP Y C '--- .c-.1.v-=-ru-=-.cr-r--v:n-----r.1.~.1= JSE OF THE DEPARTMENT OF WATER RESOURCES >- :c STATE OF CALIFORNIA BUREAU OF RF.CV,HTTON' HYDRAULIC L.ABORATORY, UNITED ST ATES ~ir-f1~r DEPARTMENT OF THE INTERIOR lH ~i.JL BUREAU OF RECLAMATION WREN BOBB nww. p RETII:eU PROMPTLY, HYDRAULIC MODEL STUDIES OF THE FLOOD CONTROL OUTLET AND SPILLWAY FOR OROVILLE DAM CALIFORNIA DEPARTMENT OF WATER RESOURCES STATE OF CALIFORNIA Report No. Hyd-510 liydraulics Branch DIVISION OF RESEARCH OFFICE OF CHIEF ENGINEER DENVER, COLORADO ·· - i September 30, 1965 r The information contained in this report may not be used in any publication, advertising, or other promotion in such a manner as to constitute an endorsement by the United States Government or the Bureau of Reclamation, either explicit or implicit, of any material, product, device, or process that may be referred to in the report. } '\ ,_.,_,·,· .·-.: \ ~' ... , ,- .. ""·· '\ . ··~. __,,...:.>-. l / .·,( . I ' . "'. 4 z PREFACE Hydraulic model studies of features of Oroville Dam were conducted in the Hydraulic Laboratory in Denver, Colorado. The studies were made under Contract No. 14-06-D-3399 between the California Depart ment of Water Resources and the Bureau of Reclamation. The basic designs were conceived and prepared by the Department of Water Resources engineers. Final designs were established through model studies that verified the adequacy of the basic designs, or led to modifications needed to obtain more satisfactory performance. During the course of the studies, Messrs. R. A. Hill, Chairman of the board of consultants; and A. -
A Visitor's Guide to the Sierra National Forest
Sierra Traveler A Visitor’s Guide to the Sierra National Forest Photo by Joshua Courter by Joshua Photo Anne Lake, Ansel Adams Wilderness - Sierra National Forest What are you interested in doing in the Sierra? Can we help you find what you want to do in the Sierra? Visit Your National Forest! Destinations ......................................................................................................... 2 Sierra National Forest Supervisors Office Camping Guide .................................................................................................. 3 1600 Tollhouse Rd. Clovis, CA 93611 Helpful Hints ........................................................................................................ 4 (559) 297-0706 Merced River Country ...................................................................................... 5 Yosemite South/Highway 41 .......................................................................... 6 High Sierra Ranger District Bass Lake ............................................................................................................... 7 29688 Auberry Rd. Prather, CA 93651 Mammoth Pool Reservoir ............................................................................... 8 (559) 855-5355 San Joaquin River Gorge Management ..................................................... 9 Bass Lake Ranger District Sierra Vista National Scenic Byway ...................................................... 10-12 57003 Road 225 North Fork, CA 93643 Dinkey Creek/McKinley Grove .................................................................... -
Things to Do and See in Yosemite SUGGESTIONS ACCORDING to the TIME YOU HAVE
Yosemite Peregrine Lodge Encouraging Adventure And Defining Relaxation. Things to do and see in Yosemite SUGGESTIONS ACCORDING TO THE TIME YOU HAVE A man reportedly visited the park and approached John Muir to inquire what he should see as he only had one day to visit the park. John replied, “Sit down and cry lad”. I don’t know what the man ended up seeing or doing, but one thing is for sure no matter how long you have in the park you will be able to see a little bit of one of the most amazing places on earth. And that is worth any time you will spend here. The following are some suggestions on what to see and do given a certain amount of time. ONE HOUR Location: Yosemite Valley 1. Explore the Visitor center exhibits. Learn about Yosemite’s geology, history, and resources 2. Tour the reconstructed Native American Village behind the visitor center. Experience Ahwahnechee life. 3. Walk along the self guided changing Yosemite nature trail. Begin trail outside visitor center. 4. Visit the fascinating Native American cultural museum. See Yosemite’s extensive basket collection. 5. Walk to the base of the lower Yosemite Falls, best time of year is April-July, and October-November. 6. Ride the free shuttle bus around the east Valley with views of Half Dome and the Merced River. 7. Walk an easy trail to the base of Bridalveil Fall. 8. Enjoy Tunnel View on Highway 41. This is an awesome scenic view of the entire Yosemite Valley. TWO HOURS 1.