Some Dam – Hydro Newstm
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Assessing Indicators of Stream Health in the Tuolumne Watershed
Assessing Indicators of Stream Health in the Tuolumne Watershed By: Devon Lambert, Robert Miyashiro, Miles Ryan, and Sarah Baird Ecogeomorphology, Spring 2014 University of California, Davis Abstract The Tuolumne River watershed, ranging from Yosemite National Park in the high Sierra Nevada mountains to the central valley floor, contains multiple dams that provide a range of services from water supply and hydroelectric generation to recreation. We studied the impacts of these dams on the Tuolumne river ecology by assessing a series of stream health indicators in regulated and unregulated portions of the watershed. Data was collected on channel bed substrate distributions, algal biomass, benthic macroinvertebrates, and fish assemblages as indicators of overall stream health. Our findings indicate that dams, and especially daily pulse flows released below the dams, alter the variables for which we collected data. We provide some information on the costs and benefits to environmental flows in the Tuolumne River and suggest management of water releases below dams can be shaped to sustain essential ecosystem functions, without severely altering the economic and water delivery benefits. Implementing changes to the flow regime that will benefit the ecosystem, such as better mimicking the characteristics of the spring snowmelt recession or limiting pulse flows to the appropriate high flow season, is attainable and affordable within the Tuolumne watershed. Introduction The Tuolumne river watershed lies in the southern portion of the Western slopes of the Sierra Nevada and encompasses 1,958 square miles. There are four dams within the watershed primarily used for hydroelectric power, recreational flows, and a steady water supply during California’s dry summers. -
I Sensitivity Analysis of California Water Supply
Sensitivity analysis of California water supply: Assessment of vulnerabilities and adaptations By Max Fefer B.S. (University of California, Berkeley) 2016 THESIS Submitted in partial satisfaction of the requirements for the degree of MASTER OF SCIENCE in Civil and Environmental Engineering in the OFFICE OF GRADUATE STUDIES of the UNIVERSITY OF CALIFORNIA DAVIS Approved: Jonathan Herman, Chair Jay Lund Samuel Sandoval-Solis Committee in Charge 2017 i Abstract Long-term changes in climate and population will have significant impacts on California’s freshwater management. Hydro-economic models can address climate change concerns by identifying system vulnerabilities and exploring adaptation strategies for statewide water operations. This thesis combines the new Python implementation of the CALVIN model, a hydro-economic model describing California water resources, with an ensemble of climate scenarios to identify adaptation strategies for managing water in a range of possible climates. A sensitivity analysis is performed by altering the magnitude and the timing of statewide inflows, defined as water availability and winter index respectively, to emulate changes in precipitation and temperature predicted by climate models. Model results show quadratic increases in shortage cost and marginal value of environmental flows, conveyance expansion, and reservoir expansion as water availability decreases. Reservoirs adapt to warmer climates by increasing average storage levels in winter and routing excess runoff to reservoirs downstream with available capacity. Both small and large changes to reservoir operations were observed compared to historical hydrology, showing that no single operating strategy achieves optimality for all reservoirs. Increasing the fraction of winter flow incurs small increases in total shortage cost, showing the state’s ability to manage a changing hydrologic regime with adaptive reservoir operations. -
Don Pedro Hydroelectric Project Ferc No. 2299
DON PEDRO HYDROELECTRIC PROJECT FERC NO. 2299 AMENDMENT OF APPLICATION EXHIBIT A – DON PEDRO PROJECT DESCRIPTION Prepared by: Turlock Irrigation District P.O. Box 949 Turlock, CA 95381 and Modesto Irrigation District P.O. Box 4060 Modesto, CA 95352 September 2017 This Page Intentionally Left Blank. Table of Contents Section No. Description Page No. EXHIBIT A – DON PEDRO PROJECT DESCRIPTION ...................................................... V PREFACE .................................................................................................................................. VII 1.0 DON PEDRO PROJECT LOCATION ....................................................................... 1-1 2.0 EXISTING AND PROPOSED DON PEDRO PROJECT FACILITIES ................. 2-1 2.1 Existing Project Facilities .................................................................................... 2-1 2.1.1 Don Pedro Dam........................................................................................ 2-3 2.1.2 Don Pedro Reservoir ................................................................................ 2-4 2.1.3 Don Pedro Spillway ................................................................................. 2-4 2.1.4 Outlet Works ............................................................................................ 2-5 2.1.5 Power Intake and Tunnel ......................................................................... 2-7 2.1.6 Don Pedro Powerhouse, Turbines, and Generators ................................. 2-7 2.1.7 Tailrace -
Author's Response to Reviewers
Author’s Response To Reviewers Title: Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis Manuscript Number: esurf-2017-71 Paper Submission Date: 09 Dec 2017 We thank our reviewers for their insightful comments. We address each comment below and attach a revised version of the manuscript containing updated figures and with altered text in red. In our comments, the page and line references are to this revised manuscript. The revised version of the paper supplement follows the revised manuscript. Reviewer #1 (Victor Tsai) Comments 1. P1L15,18: See later comments about clarifying discharge scaling and upslope propagation. Changed “propagation up the hillside topography” to “propagation up the uneven hillside topography” 2. P2L17: Run-on sentence. Altered phrasing of sentence to: “Because turbulence affects erosional processes in both hydraulic structures and natural rivers, techniques from the seismic river monitoring (fluvial-seismic) literature provide guidance.” 3. P2L28: Not clear what is implied by ‘geometry variations’. Changed “channel geometry variations” to “deviations from spatial uniformity”. 4. P3L20: It is not true that the Tsai and Gimbert models assume only Rayleigh waves are excited. In the Tsai model, it is true that a Rayleigh-wave Green’s function is used to approximate the response since the force is assumed to be close to vertical, but it is not a limitation of the general modeling framework. In the Gimbert model, a similar approximation is made, but again Love waves could be included in the most generic version of the model. We appreciate the distinction. The sentence has been changed to: “While recent forward models to estimate the power spectral density of seismic energy produced by moving bedload and turbulently flowing water can accommodate the excitation of various seismic waves, their applications to date assume that only Rayleigh waves are excited (Tsai et al., 2012; Gimbert et al., 2014). -
REPORT 1St Session HOUSE of REPRESENTATIVES 105–190 "!
105TH CONGRESS REPORT 1st Session HOUSE OF REPRESENTATIVES 105±190 "! ENERGY AND WATER DEVELOPMENT APPROPRIATIONS BILL, 1998 JULY 21, 1997.ÐCommitted to the Committee of the Whole House on the State of the Union and ordered to be printed Mr. MCDADE, from the Committee on Appropriations, submitted the following REPORT [To accompany H.R. 2203] The Committee on Appropriations submits the following report in explanation of the accompanying bill making appropriations for en- ergy and water development for the fiscal year ending September 30, 1998, and for other purposes. INDEX TO BILL AND REPORT Page Number Bill Report Introduction ................................................................................................ ........ 4 I. Department of DefenseÐCivil: Corps of EngineersÐCivil: Corps of Engineers civil works mission ..................................... 2 7 General investigations ................................................................. 2 8 Construction, general .................................................................. 4 32 Flood control, Mississippi River and tributaries, Arkansas, Il- linois, Kentucky, Louisiana, Mississippi, Missouri, and Tennessee .................................................................................. 8 48 Operation and maintenance, general ......................................... 8 51 Regulatory program ..................................................................... 9 65 Flood control and coastal emergencies ....................................... 9 65 Formerly Utilized -
UCLA Electronic Theses and Dissertations
UCLA UCLA Electronic Theses and Dissertations Title What’s the Dam Problem? Hazardous Dams, Flood Risk, and Dimensions of Vulnerability in California Permalink https://escholarship.org/uc/item/7h65t0tt Author McOmber, Britta Publication Date 2018 Peer reviewed|Thesis/dissertation eScholarship.org Powered by the California Digital Library University of California UNIVERSITY OF CALIFORNIA Los Angeles What’s the Dam Problem? Hazardous Dams, Flood Risk, and Dimensions of Vulnerability in California A thesis submitted in partial satisfaction of the requirements for the degree Master of Urban and Regional Planning by Britta McOmber 2018 © Copyright by Britta McOmber 2018 ABSTRACT OF THE THESIS What’s the Dam Problem? Hazardous Dams, Flood Risk, and Dimensions of Vulnerability in California by Britta McOmber Master of Urban and Regional Planning University of California, Los Angeles, 2018 Professor Susanna B. Hecht, Chair In the state of California, dams are aging, underfinanced, and in many cases ill-maintained. The Oroville Dam Spillway Failure in February 2017 demonstrates that even dams with satisfactory condition ratings can be at risk of failing from a combination of climatic, political, economic, and structural factors. It is therefore necessary to look beyond the condition assessment of a dam and instead consider the hazard potential status. California has 833 High Hazard Potential (HHP) dams – which the U.S. Army Corps of Engineers defines as dams that would cause significant loss of life, property destruction, or environmental damage in the case of failure or misoperation (2016). Expanding on previous literature on the sociodemographic determinants of flood-risk in cases of sea-level rise, climate change, high precipitation, and storm events, this project analyzes variables of social vulnerability within HHP dam inundation boundaries. -
Seismic Signature of Turbulence During the 2017 Oroville Dam Spillway Erosion Crisis
Earth Surf. Dynam., 6, 351–367, 2018 https://doi.org/10.5194/esurf-6-351-2018 © Author(s) 2018. This work is distributed under the Creative Commons Attribution 4.0 License. Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis Phillip J. Goodling, Vedran Lekic, and Karen Prestegaard Department of Geology, University of Maryland, College Park, MD 20742, USA Correspondence: Phillip J. Goodling ([email protected]) Received: 9 December 2017 – Discussion started: 2 January 2018 Revised: 5 April 2018 – Accepted: 8 April 2018 – Published: 9 May 2018 Abstract. Knowing the location of large-scale turbulent eddies during catastrophic flooding events improves predictions of erosive scour. The erosion damage to the Oroville Dam flood control spillway in early 2017 is an example of the erosive power of turbulent flow. During this event, a defect in the simple concrete channel quickly eroded into a 47 m deep chasm. Erosion by turbulent flow is difficult to evaluate in real time, but near-channel seismic monitoring provides a tool to evaluate flow dynamics from a safe distance. Previous studies have had limited ability to identify source location or the type of surface wave (i.e., Love or Rayleigh wave) excited by different river processes. Here we use a single three-component seismometer method (frequency-dependent po- larization analysis) to characterize the dominant seismic source location and seismic surface waves produced by the Oroville Dam flood control spillway, using the abrupt change in spillway geometry as a natural experiment. We find that the scaling exponent between seismic power and release discharge is greater following damage to the spillway, suggesting additional sources of turbulent energy dissipation excite more seismic energy. -
Sacramento River and San Joaquin River) San Joaquin River Or Proposed San Luis Drain Extension, Sacramento River
FIGURES Selenium source Organic carbon-enriched sediment deposits Depositional environments Freshwater Seawater Geologic sources Coal Soils and Alluvium Oil Phosphorite Anthropogenic Power Generation Irrigation Refining Mining activity Pollutants Ash, Flue Gas Scrubbing Subsurface drainage Wastewater Tailings, runoff Kesterson NWR, San Francisco Blackfoot San Joaquin River, Receiving waters Belews Lake, Bay-Delta River watershed, (examples) North Carolina Tulare Basin, California Estuary, California Idaho scoter, scaup, coot, duck, grebe Species of bluegill, sunfish, sturgeon, splittail, trout, coot, horse, concern bass, bullhead avocet, stilt, sculpin, splittail, salmon flounder, salmon, sheep, elk, cow Dungeness crab Figure 1. Conceptual model of Se pollution with examples of source deposits, anthropogenic activities, receiving water bodies, and biota at risk. Bay-Delta Selenium Model Composite Source Load ¸ Composite Volume (oil refinery discharges, agricultural drainage via (Sacramento River and San Joaquin River) San Joaquin River or proposed San Luis Drain extension, Sacramento River Composite Freshwater Endmember Concentration (head of estuary) Transformation Phytoplankton, algae, bacteria Dissolved species Partitioning (Kd) suspended particulate material and bed sediment (selenate, selenite, organo-Se) (elemental Se, particulate organo-Se, adsorbed selenite/selenate) bioaccumulation prey clams zooplankton amphipods trophic transfer sturgeon splittail striped bass predators diving ducks flounder splittail effects Impaired reproduction, teratogenesis, selenosis Figure 2. Conceptual model describing linked factors that determine the effects of selenium on ecosystems. The sequence of relations links environmental concentrations to biological effects. The general term “bioaccumulation” can be applied to all of the biological levels of selenium transfer through the food web, but in this report we use the term explicitly in reference to particulate/invertebrate bioaccumulation. 122°30' 122°00' . -
Shutes Testimonybaydeltawkshop3
Testimony on Water Balance Modeling For the Comprehensive Review And Update to the Bay - Delta Plan Submitted by Chris Shutes FERC Projects Director California Sportfishing Protection Alliance and also submitted on behalf of California Water Impact Network And AquAlliance October 26, 2012 For Workshop 3 Analytical Tools for Evaluating Water Supply, Hydrodynamic and Hydropower Effects November 13 and 14, 2012 Water Balance Modeling for the Comprehensive Review And Update to the Bay - Delta Plan Introduction: Multiple models, technical problems. There is no single existing water balance modeling tool that is adequate to model the water balance impacts of potential measures that the State Water Resources Control Board will adopt in the update of the Water Quality Control Plan (Phases I and II), and any water rights conditions that may be required (Phases III and IV) pursuant to the standards adopted in Phases I and II. There are many available tools. The Board will need to use multiple tools. The diversity of tools, the diversity of people who know how to operate them and interpret their output, and the lack of familiarity with these diverse tools and persons on the part of Board members, Board staff, and stakeholders, create a series of difficult technical problems that the Board will need to confront. CalSim II is the only widely used water balance and operations model that has the geographic coverage of most of the Sacramento – San Joaquin system. However CalSim II works on a monthly time step that is too coarse to understand the operations or the impacts of proposed changes to reservoir operations to meet the requirements of the update of the Water Quality Control Plan. -
The Oroville Dam Crisis
Jon Wainwright: Hello, and welcome to another edition of CAP·impact's California Lawmaking in Depth. I'm Jon Wainwright and today we'll be discussing the Oroville Dam crisis. To help us learn more about that we have the man who represents the Assembly District that was most impacted by it, Assembly Member James Gallagher. Thank you so much for joining us. Asm. James Gallagher: Thank you. Glad to be here with you. JW: So, let's just lead off here. From what you've seen, what were some of the biggest factors that led up to the crisis? JG: Well, one of the things that I think was not the issue that had been often cited - at least early on by DWR - was that this was the wettest year on record. I believe that's a red herring. Yes, it was the wettest year on record, but that's not something that is unique in California. In fact, that's really the reason we have the flood control outlet spillway, is for high water years. JW: Yeah. JG: Which we've had in '86 for example, and 1997. Just by way of comparison, in '86 we had 270,000 CFS was the peak flow coming in to Lake Oroville. JW: Okay. JG: In '97 it was 320,000 CFS. In this last crisis, the peak flow was 190,000. So we've seen much higher peak flows that had to be handled. To me, it wasn't the fact that we had a lot of water. The real factors there was, I kind of put them into a couple different categories. -
Applicant-Prepared Essential Fish Habitat Assessment Don Pedro Project Ferc No
APPLICANT-PREPARED ESSENTIAL FISH HABITAT ASSESSMENT DON PEDRO PROJECT FERC NO. 2299 Prepared for: Turlock Irrigation District – Turlock, California Modesto Irrigation District – Modesto, California Prepared by: HDR Engineering, Inc. September 2017 This Page Intentionally Left Blank. TABLE OF CONTENTS Section No. Description Page No. PREFACE ................................................................................................................................. XIII 1.0 INTRODUCTION.......................................................................................................... 1-1 1.1 Essential Fish Habitat Regulatory Framework .................................................... 1-1 1.2 EFH Action Area ................................................................................................. 1-1 1.3 Public Review and Consultation during Relicensing........................................... 1-2 1.3.1 Notice of Intent and Pre-Application Document ..................................... 1-2 1.3.2 Scoping and Study Plan Development ..................................................... 1-4 1.3.3 Pre-Filing Consultation Workshop Process ............................................. 1-5 1.3.4 Initial and Updated Study Reports ........................................................... 1-6 1.3.5 Draft License Application ........................................................................ 1-6 1.3.6 Post-Filing Consultation and Alternatives Analysis ................................ 1-7 2.0 PROJECT DESCRIPTION ......................................................................................... -
Bay Area Water Supply and Conservation Agency Board of Directors Meeting
January 18, 2018 – Agenda Item #11D BAY AREA WATER SUPPLY AND CONSERVATION AGENCY BOARD OF DIRECTORS MEETING January 18, 2018 Correspondence and media coverage of interest between December 26, 2017 and January 11, 2018 Correspondence Date: December 26, 2017 To: Nicole Sandkulla, CEO/General Manager From: Charles Perl, Deputy Chief Finance Officer Subject: Probable Fiscal Year 2018-19 Wholesale Water Rate Range Media Coverage Water Supply: Date: January 10, 2018 Source: Calaveras Enterprise Article: It is too early to be discouraged by below-average snowpack Date: January 8, 2018 Source: Bay Area News Group & Mercury News Article: California storm sets rainfall records, triggers trouble in fire zones Date: January 4, 2018 Source: Almanac Article: Menlo Park’s first recycled water system to keep golf course green Date: January 3, 2018 Source: Sacramento Bee Article: Snow measures just 3 percent of average in first California mountain survey Date: December 27, 2017 Source: Department of Water Resources Article: California Water Plan eNews Water Supply Management: Date: January 1, 2018 Source: Times Standard Article: Opinion – Setting the record straight on Sites Reservoir Water Quality: Date: January 2, 2018 Source: Business Insider Article: Food-safety expert warns latest bizarre Silicon Valley $60 ‘raw water’ trend could quickly turn deadly Date: December 30, 2017 Source: CNBC Article: Unfiltered fervor: The rush to get off the water grid January 18, 2018 – Agenda Item #11D Water Infrastructure: Date: January 11, 2018 Source: GreenBiz