Lake Travis Forecast

Total Page:16

File Type:pdf, Size:1020Kb

Lake Travis Forecast www.lcra.org LCRA’sLCRA’s HydrometHydromet SystemSystem andand ItsIts UseUse inin FloodFlood SituationsSituations BobBob Rose,Rose, MeteorologistMeteorologist LowerLower ColoradoColorado RiverRiver AuthorityAuthority Austin,Austin, TexasTexas TheThe ColoradoColorado RiverRiver BasinBasin www.lcra.org TheThe LowerLower ColoradoColorado RiverRiver BasinBasin www.lcra.org The Basin is Roughly 18,300 Square Miles HistoricalHistorical HeavyHeavy RainRain EventsEvents www.lcra.org Colorado River July 2002 45” Basin HighlandHighlandHighland LakeLakeLake DamsDamsDams www.lcra.org Lake Buchanan Buchanan Dam Inks Lake Starcke Dam Lake LBJ Mansfield Lake Travis Lake Dam Marble Falls Inks Dam Lake Austin Wirtz Dam Tom Miller Dam Radar-RainfallRadar-Rainfall EstimatesEstimates areare notnot www.lcra.org AlwaysAlways ReliableReliable www.lcra.org Because of the limitations of radar/rainfall estimates and the short travel times between the tributaries and the Highland Lakes, LCRA made the decision to build a dense network of automated gauges across the Lower Colorado River Basin to assist with flood forecasting and flood warning. LCRA’sLCRA’s HydrometHydromet SystemSystem www.lcra.org • 162 rainfall/temp/humidity gauges • 70 stream flow gauges • 16 lake level gauges • 6 primary lake gauges • 6 acoustic velocity canal gauges • 2 bay gauges • A total of 262 gauges stretching from near Abilene to Matagorda Bay. OklahomaOklahoma MesonetMesonet www.lcra.org 120 Weather Monitoring Locations TypicalTypical Streamflow/WeatherStreamflow/Weather CollectionCollection www.lcra.org WeatherWeather CollectionCollection SiteSite www.lcra.org www.lcra.org http://hydromet.lcra.orghttp://hydromet.lcra.org www.lcra.org GaugesGauges areare MostMost DenseDense NearNear thethe www.lcra.org LakesLakes StreamStream GaugeGauge DataData isis ColorColor CodedCoded forfor www.lcra.org BankBank FullFull andand FloodFlood StageStage RainfallRainfall andand TemperatureTemperature DataData isis ColorColor www.lcra.org CodedCoded forfor EaseEase ofof ReferenceReference TemperatureTemperature DataData www.lcra.org LCRALCRA “Legacy”“Legacy” RainRain SummarySummary www.lcra.org HydrometHydromet PagePage www.lcra.org SituationSituation ReportReport www.lcra.org SituationSituation ReportReport www.lcra.org LCRALCRA RiverRiver ReportReport www.lcra.org Bob’sBob’s WrittenWritten andand VideoVideo BlogsBlogs www.lcra.org DataData isis SharedShared withwith PartnersPartners andand www.lcra.org OutsideOutside AgenciesAgencies • Army Corps of Engineers –Fort Worth • Army Corps of Engineers Hydrologic Engineering Center (HEC) • National Weather Service, WGRFC • USGS CWMSCWMS CorpsCorps WaterWater ManagementManagement SystemSystem www.lcra.org National Weather Service CWMS Data Data SERVER Observed Collection Base Data Data Processing Public and Data Storage Cooperators Modeling Modeling Data Information Visualization dissemination Instructions River Operations Center Water Control Management Decision Process (Adapted from Fritz, et al., 2002) GeneralGeneral StepsSteps toto FloodFlood ForecastForecast www.lcra.org Rainfall MFP (part of HMS) Hyetograph Hydrologic Model HFP (part of HMS) Hydrograph Reservoir Operations Model (ResSim) Hydraulic Model (HEC-RAS) ReviewReview ofof CWMSCWMS atat LCRALCRA www.lcra.org INPUT TO CWMS NWS – MPE(radar only, gage adj.) WDT – QPESUMS NWS Forecasts Gage only NWS QPF’s NWSNWS MPEMPE ViewerViewer www.lcra.org QPESUMSQPESUMS www.lcra.org LocalLocal GaugeGauge CorrectedCorrected ProductProduct (LGC(LGC)) dist _ stn w exp mosaic KAPPA dist_stn= distance from grid cell to gauge large KAPPA (like Average-smooth) small KAPPA (like nearest neighbour-blocky) NextNext GenerationGeneration ofof MPEMPE (Q2)(Q2) www.lcra.org LessonsLessons LearnedLearned –– AugustAugust 20052005 www.lcra.org Two Different WDT Inputs to CWMS Impact on Forecasts vs. Observed Stream Response Radar Local Gage Observed Peak Flow (cfs) 22,808 12,805 12,051 Volume (acre-ft) 134,213 89,475 79,056 LCRALCRA CWMSCWMS -- 20072007 www.lcra.org LakeLake TravisTravis -- ForecastForecast www.lcra.org Observed Daily Lake Level Daily Elevations of Lake Travis Full - (Elevation 681) 1996-present2007 710 700 690 680 670 Elevation (msl) 660 650 640 1/1/2007 3/1/2007 4/29/2007 6/27/2007 8/25/2007 10/23/2007 12/21/2007 Date RainRain gagegage ValueValue –– MarchMarch 20072007 www.lcra.org RADAR ONLY RADAR - Local bias gauge adjustment No gates 2.5 gates-Wirtz 8.5 gates - Starcke RainRain GageGage ValueValue –– FlashFlash FloodsFloods www.lcra.org Sandy Creek near Kingsland Observed Flow Sandy Creek at Kingsland Observed Flow Sandy Creek near Click March 30, 2007 Observed Flow Sandy Creek near Willow City Observed Rainfall at Kingsland 16000 Observed Rainfall at Click 0 Observed Rainfall at Willow City 2 14000 4 12000 6 10000 8 8000 10 Flow Cfs Flow 12 6000 14 Cumlative Rainfall in inches 4000 16 2000 18 0 20 3/29/2007 3/30/2007 3/30/2007 3/31/2007 3/31/2007 4/1/2007 4/1/2007 4/2/2007 4/2/2007 12:00 0:00 12:00 0:00 12:00 0:00 12:00 0:00 12:00 Date ForecastForecast BenchmarkingBenchmarking www.lcra.org Overall - Lake Travis Forecast Average Difference(Forecasted - Observed) in ft 12 hr 24 hr 48 hr March 12 to 14, 2007 -0.1 -0.1 -0.5 March 27 to 31, 2007 -0.2 0.1 0.25 May 27 to 30, 2007 0.01 0.18 0.21 August 16 to 17, 2007 0.1 0.57 1.06 Larger Event June/July 2007 -0.1 -0.23 -0.86 ForecastForecast BenchmarkingBenchmarking www.lcra.org 6/27/2007 3:00 am the 12 forecast was under 1.5 ft 6/27/2007 6:00 am the 12 hour forecast was 0.05 ft under 24 hour forecast was 1 ft under 48 hour forecast was 2.5 ft under By 6/27/2007 2:00 am we had our first forecast for 4 gates It was confirmed by 3:00 am and gates opened at 4:45 am The peak/plateau wasMarvle Falls predicted 6 ENE Rainfall 24 hrs ahead 20 18 16 14 12 10 8 RainfallInches in 6 4 2 0 6/26/2007 21:00 6/27/2007 0:00 6/27/2007 3:00 6/27/2007 6:00 6/27/2007 9:00 6/27/2007 12:00 ForecastForecast BenchmarkingBenchmarking www.lcra.org • Models were calibrated against 1997 June 2007 June 1997 Peak Lake Elevation 701.5 705 Peak Inflow into Travis 250, 000 cfs 300,000 cfs Elevation at start of Flood 681 681 Period of Time 51 days 46 days LCRA Corporate Archives #: W000734 NewNew OfficeOffice BuildingBuilding www.lcra.org NewNew OfficeOffice BuildingBuilding www.lcra.org NewNew OfficeOffice BuildingBuilding www.lcra.org NewNew OfficeOffice BuildingBuilding www.lcra.org NewNew RiverRiver OperationsOperations CenterCenter www.lcra.org www.lcra.org BobBob Rose,Rose, Meteorologist,Meteorologist, LowerLower ColoradoColorado RiverRiver AuthorityAuthority 512-473-3350512-473-3350 [email protected]@lcra.org .
Recommended publications
  • Central Texas Highland Lakes
    Lampasas Colorado Bend State Park 19 0 Chappel Colo rado R. LAMPASAS COUNTY 2657 281 183 501 N W E 2484 S BELL La mp Maxdale asa s R Oakalla . Naruna Central Texas Highland Lakes SAN SABA Lake Buchanan COUNTY Incorporated cities and towns 19 0 US highways Inks Lake Lake LBJ Other towns and crossroads 138 State highways Lake Marble Falls 970 Farm or Ranch roads State parks 963 Lake Travis COUNTY County lines LCRA parks 2657 Map projection: Lambert Conformal Conic, State 012 miles Watson Plane Coordinate System, Texas Central Zone, NAD83. 012 km Sunnylane Map scale: 1:96,000. The Lower Colorado River Authority is a conservation and reclamation district created by the Texas 195 Legislature in 1934 to improve the quality of life in the Central Texas area. It receives no tax money and operates on revenues from wholesale electric and water sales and other services. This map has been produced by the Lower Colorado River Authority for its own use. Accordingly, certain information, features, or details may have been emphasized over others or may have been left out. LCRA does not warrant the accuracy of this map, either as to scale, accuracy or completeness. M. Ollington, 2003.12.31 Main Map V:\Survey\Project\Service_Area\Highland_Lakes\lakes_map.fh10. Lake Victor Area of Detail Briggs Canyon of the Eagles Tow BURNETBURNET 963 Cedar 487 Point 138 2241 Florence Greens Crossing N orth Fo rk Joppa nGab Mahomet Sa rie l R Shady Grove . 183 2241 970 Bluffton 195 963 COUNTYCOUNTY Lone Grove Lake WILLIAMSONWILLIAMSON 2341 Buchanan 1174 LLANOLLANO Andice 690 243 Stolz Black Rock Park Burnet Buchanan Dam 29 Bertram 261 Inks La ke Inks Lake COUNTYCOUNTY Buchanan Dam State Park COUNTYCOUNTY 29 Inks Dam Gandy 2338 243 281 Lla no R.
    [Show full text]
  • 2004 Flood Report
    FLOOD EVENT REPORT - NOVEMBER 2004 Lower Colorado Introduction River Authority A series of storms moved across Texas during November 2004, resulting in one of the wettest Novembers in Texas since statewide weather records began in Introduction 1 1895. Rainfall totals between 10 and 15 inches across Central Texas and 17 to Weather Summary 1 18 inches in the coastal counties made this the wettest November on record for Nov. 14 - 19: High- 1 Austin-Camp Mabry and Victoria (See land Lakes Basin Table 1). Across the Colorado River ba- sin, there were three distinct periods of Nov. 20 - 21: Coastal 3 very heavy rain, severe storms and Plains flooding that impacted different portions of the Colorado River basin. The chang- Nov. 22 - 23: Colo- ing patterns of heavy rainfall and flood rado River Basin 4 runoff required LCRA to constantly evalu- from Austin to ate conditions and adjust flood control Columbus Figure 1 — NOAA Satellite Image, Nov. 22, 2004 operations on the Highland Lakes. On Flood Control Opera- Nov. 24, Lake Travis reached a peak 5 elevation of 696.7 feet above mean sea level (msl), its highest level since June 1997 and the fifth highest tions level on record. The Colorado River at Wharton reached a stage of 48.26 feet, its highest level since Octo- Summary 6 ber 1998 and the ninth highest level on record. Flood control operations continued on the Highland Lakes for three months, from Nov. 17, 2004 until Feb. 17, 2005. Rainfall Statistics 7 Weather Summary 9 River Conditions November’s unusually wet weather was the result of a series of low pressure troughs moving across Texas from the southwestern United States.
    [Show full text]
  • City of Austin
    PRELIMINARY OFFICIAL STATEMENT Dated January 10, 2017 Ratings: Moody’s: “Aa3” Standard & Poor’s: “AA” Fitch: “AA-” (See “OTHER RELEVANT INFORMATION – Ratings”) NEW ISSUE Book-Entry-Only Delivery of the Bonds is subject to the receipt of the opinion of Norton Rose Fulbright US LLP, Bond Counsel, to the effect that, assuming continuing compliance by the City of Austin, Texas (the “City”) with certain covenants contained in the Fifteenth Supplement described in this document, interest on the Bonds will be excludable from gross income for purposes of federal income taxation under existing law, subject to the matters described under “TAX MATTERS” in this document, including the alternative minimum tax on corporations. CITY OF AUSTIN, TEXAS (Travis, Williamson and Hays Counties) $103,425,000* Electric Utility System Revenue Refunding Bonds, Series 2017 Dated: Date of Delivery Due: As shown on the inside cover page The bonds offered in this document are the $103,425,000* City of Austin, Texas Electric Utility System Revenue Refunding Bonds, Series 2017 (the “Bonds”). The Bonds are the fifteenth series of “Parity Electric Utility Obligations” issued pursuant to the master ordinance governing the issuance of electric utility system indebtedness (the “Master Ordinance”) and are authorized and being issued in accordance with a supplemental ordinance pertaining to the Bonds (the “Fifteenth Supplement”). The Fifteenth Supplement delegated to a designated “Pricing Officer” the authority to effect the sale of the Bonds, subject to the terms of the Fifteenth Supplement. See “INTRODUCTION” in this document. The Master Ordinance provides the terms for the issuance of Parity Electric Utility Obligations and the related covenants and security provisions.
    [Show full text]
  • What a Difference from Last Year Staff Photo This Dock at Cedar Lodge
    Tuesday, July 24, 2007 What a difference from last year Rainfall surpasses yearly total By Melissa Kanz and Catherine Hosman Highland Lakes Newspapers Tuesday, July 24, 2007 Years of praying for rain seem to be paying off this year in a big way. With an average annual rainfall in the Highland Lakes of 30 inches, cities across the area have already surpassed the annual average in less than eight months. This year, Marble Falls has already seen 43.30 inches of rain and Horseshoe Bay has received 38.07 inches. Granite Shoals and Kingsland has already received 36.12 inches and 35.26 inches has fallen in Burnet. Llano has already seen 29.35 inches and Spicewood has 33.74 inches of rainfall so far this year. Staff photo The two-year drought has just recently officially ended. "It ended in June," David Walker, Lower Colorado River Authority River This dock at Cedar Lodge was bereft Operations Center supervisor, said. of water a scant six months ago in January. With the overwhelming rain throughout Central Texas, the lakes have certainly benefited. Lake Buchanan was measured Monday at 1018.12 feet, shortly below its full elevation of 1,020.35 feet. Lake Buchanan is expected to remain near 1018 feet, according to the LCRA; however, forecasts and operational plans may change with additional rainfall. Although floodgates are not open at Buchanan Dam, hydroelectric generation will continue as needed to pass inflows, which continue to Staff photo by George Hatt decrease. Recent rains have filled Lake Monday, Inks Lake was measured at 887.55 feet, less than a foot Buchanan in this photo taken at Cedar below its full elevation of 888.22 feet.
    [Show full text]
  • Figure: 30 TAC §307.10(3) Appendix C
    Figure: 30 TAC §307.10(3) Appendix C - Segment Descriptions The following descriptions define the geographic extent of the state's classified segments. Boundaries of bay and estuary segments have not been precisely defined. Segment boundaries are illustrated in the document entitled The Atlas of Texas Surface Waters (GI-316) as amended and published by the commission. SEGMENT DESCRIPTION 0101 Canadian River Below Lake Meredith - from the Oklahoma State Line in Hemphill County to Sanford Dam in Hutchinson County 0102 Lake Meredith - from Sanford Dam in Hutchinson County to a point immediately upstream of the confluence of Camp Creek in Potter County, up to the normal pool elevation of 2936.5 feet (impounds Canadian River) 0103 Canadian River Above Lake Meredith - from a point immediately upstream of the confluence of Camp Creek in Potter County to the New Mexico State Line in Oldham County 0104 Wolf Creek - from the Oklahoma State Line in Lipscomb County to a point 2.0 km (1.2 mi) upstream of FM 3045 in Ochiltree County 0105 Rita Blanca Lake - from Rita Blanca Dam in Hartley County up to the normal pool elevation of 3860 feet (impounds Rita Blanca Creek) 0201 Lower Red River - from the Arkansas State Line in Bowie County to the Arkansas- Oklahoma State Line in Bowie County 0202 Red River Below Lake Texoma - from the Arkansas-Oklahoma State Line in Bowie County to Denison Dam in Grayson County 0203 Lake Texoma - from Denison Dam in Grayson County to a point immediately upstream of the confluence of Sycamore Creek in Cooke County, up to
    [Show full text]
  • LCRA Water Rights • Pending Water Rights/Amendments • Water Supply Resource Plan
    LCRA’s Water Operations www.lcra.org Overview www.lcra.org • Highland Lakes water rights • Water Management Plan – Brief explanation – Update • Other LCRA water rights • Pending Water Rights/Amendments • Water Supply Resource Plan October 28, 2010 LCRA’s Water Supplies www.lcra.org LCRA’S HIGHLAND LAKES WATER RIGHTS October 28, 2010 Lakes Buchanan & Travis www.lcra.org Lake Buchanan Buchanan Dam Lake Inks Mansfield Dam Lake LBJ Lake Travis Lake Marble Falls Lake Austin www.lcra.org WR#s 5478 & 5482 Buchanan and Travis (LCRA) 03/29/1926 Impoundment: 2,163,227 AF (Rec & Hydro) Buchanan- 992,475 AF Travis- 1,170,752 AF 03/26/1938 Diversion (Firm): 535,812 AFY- Total/ 445,266 AFY- Available Uses: municipal, industrial, irrigation, mining, domestic, recreation, livestock, recharge, instream flows and bay and estuary 11/01/1987 Diversion (Interruptible): 1,500,000 AFY Uses: Same as above Special Condition: -Develop a Water Management Plan -Numerous other special conditions October 28, 2010 Intermediate Lakes www.lcra.org Lake Buchanan Inks Lake Inks Dam Lake LBJ Starcke Dam Lake Travis Lake Marble Falls Lake Austin Wirtz Dam www.lcra.org WR#s 5479, 5480 & 5481 Inks, LBJ and Marble Falls (LCRA) 03/29/1926 Inks impoundment: 17,545 AF (Rec & Hydro) LBJ impoundment: 138,500 AF (Rec & Hydro) Marble Falls impoundment: 8760 AF (Rec & Hydro) Hydro- unspecified amount for all three 08/24/1970 LBJ Diversion: Total Industrial- unspecified Consumptive Industrial- 15,700 AFY October 28, 2010 Historic Look At Combined Storage in www.lcra.org Lakes Buchanan
    [Show full text]
  • Water Highland Lakes and Dams Electric
    ELECTRIC WATER HIGHLAND LAKES AND DAMS Lake Travis/Mansfield Dam Download the free LCRA iphone app to get lake Completed: 1942 Electric service area Water service area Dam height: 266.41 feet; length: 7,089.39 feet All or part of 36 counties, 22,447 square miles levels. All or part of 55 counties, 29,812 square miles Lake capacity: 1,134,956 acre-feet (369.8 billion gallons)* Customers – 34 cities, eight co-ops and one Lower Colorado River length Lake Buchanan/Buchanan Dam About 600 river miles Three hydroelectric units, capacity: 108 MW investor-owned (former co-op) serve about 1.1 Completed: 1938 million residents LCRA statutory district Dam height: 145.5 feet; length: 10,987.55 feet Lake capacity: 875,588 acre-feet Net dependable generating capacity LCRA’s statutory district boundaries were established Lake Austin/Tom Miller Dam when LCRA was created by the Texas Legislature in (285.3 billion gallons)* Completed: 1940 Coal 1,035 MW LCRA share only; 1934 and define the area where LCRA may provide Three hydroelectric units, capacity: 54.9 MW 590 MW Austin share Dam height: 100.5 feet; length: 1,590 feet certain electric, water and community services. Lake capacity: 24,644 acre-feet Gas 1,715 MW San Saba, Llano, Burnet, Blanco, (8 billion gallons)* 10 counties: Inks Lake/Inks Dam Hydro 295.1 MW Travis, Bastrop, Fayette, Colorado, Wharton and Two hydroelectric units, capacity: 17 MW Total: 3,045.1 MW Matagorda Completed: 1938 Dam height: 96.5 feet; length: 1,547.5 feet LCRA also has agreements with wind projects in Lake capacity: 13,668 acre-feet (4.5 billion gallons)* Water uses in 2011 Total hydroelectric capacity: West Texas and on the Gulf Coast for up to 306 Agricultural: 60 percent One hydroelectric unit, capacity: 13.8 MW 295.1 megawatts MW of wind energy.
    [Show full text]
  • Inks Lake, Lake Lbj, Lake Marble Falls
    FINAL REPORT COLORADO RIVER ENVIRONMENTAL MODELS PHASE 3: INKS LAKE, LAKE LBJ, LAKE MARBLE FALLS Prepared for: LOWER COLORADO RIVER AUTHORITY Prepared by: In conjunction with MARCH 2011 FINAL REPORT COLORADO RIVER ENVIRONMENTAL MODELING SYSTEM PHASE 3: INKS LAKE, LAKE LBJ, LAKE MARBLE FALLS Prepared for: LOWER COLORADO RIVER AUTHORITY Prepared by: 8000 Centre Park Drive, Suite 200 Austin, TX 78754 in conjunction with 901 S Mopac, Bldg IV, Suite 280 Austin, TX 78746 MARCH 2011 CREMs Phase 3 Inks Lake, Lake LBJ, Lake Marble Falls Table of Contents TABLE OF CONTENTS SECTION 1 INTRODUCTION ......................................................................................... 1-1 1.1 Background ............................................................................................................ 1-1 1.1.1 Inks Lake System ............................................................................................. 1-1 1.1.2 Lake LBJ System .............................................................................................. 1-2 1.1.3 Lake Marble Falls System ................................................................................ 1-2 1.1.4 Relevant Ordinances ......................................................................................... 1-3 1.1.4.1 TCEQ Highland Lakes Discharge Ban .................................................... 1-3 1.1.4.2 Highland Lake Watershed Ordinance...................................................... 1-3 1.2 Summary of the Phase 1 Effort ..............................................................................
    [Show full text]
  • Texas Water Resources Institute
    Texas Water Resources Institute May 1979 Volume 5 No. 4 Hydropower is... · an energy produced from the force of moving water. · a nonpolluting, nonconsumptive energy. · an underdeveloped energy source. · a technology ready to be applied. These are a few of the reasons that scientists around the country are taking a fresh, new look at hydropower–a technology developed several generations ago to produce electricity. Similar in concept to old-fashioned water wheels, hydropower uses falling water or flowing rivers to turn turbines to generate electricity. The process neither consumes the water nor alters it in any way. It simply uses the force created by the movement of the water. Once a generating plant is installed, maintenance and operation costs are minimal compared to other types of power production. Only a small amount of power produced in Texas is hydro, however, because rivers flow intermittently and because surface water is limited. Texas hydropower plants now produce one percent of the state's energy and are used in most cases for peaking –times of high electric demand–or emergency purposes. Despite energy crises and rising energy costs, increasing electric power demands in Texas require a doubling of electric generating facilities about every eight years. Natural gas, which has been the principal power generation fuel in Texas, is no longer available in the quantities needed for energy production. Power companies are turning to coal and lignite as well as nuclear energy for future power production in the state, but costs of these sources are certain to increase. 1 Energy problems in the state will not be solved with hydropower projects, but water which flows over existing dam spillways and through existing canals can be put to work generating electricity.
    [Show full text]
  • Major Hydroelectric Powerplants in Texas, Historical and Descriptive
    TEXAS WATER DEVELOPMENT BOARD • REPORT 81 MAJOR HYDROELECTRIC POWERPLANTS IN TEXAS Historical and Descriptive Information 8y F. A. Godfrey and C. L. Dowell August 1968 TEXAS WATER DEVELOPMENT BOARD Mills Cox, Chairman Marvin Shurbet, Vice Chairman Robert B. Gilmore Groner A. Pitts Milton T. Potts W. E. Tinsley Howard B. Boswell, Executive Director Authorization for use or reproduction ofany material contained in this publication, i.e., not obtained from other sources, is freely granted without the necessity of securing permission therefor. The Board would appreciate acknowledgement of the source of original material so utilized. • • Published and distributed by the Texas Water Development Board Post Office Box 12386 Austin, Texas 78711 ii TABLE OF CONTENTS Page DEFINITIONS AND ABBREVIATIONS vi INTRODUCTION ... Purpose and Scope Organization of Report Sources of Data Personnel MAJOR HYDROELECTRIC POWERPLANTS IN TEXAS THROUGH DECEMBER 31, 1967 2 DESCRIPTIONS OF HYDROELECTRIC POWERPLANTS 4 1. Austin 4 2. Cuero 10 3. Gonzales 16 4. Dunlap (TP·l) 19 5. McQueeney (TP·3) 22 S. Nolte (TP·5) 26 7. Devils Lake 30 8. Lake Walk 34 9. H-4 Dam 38 10. H-5 Dam 41 11. Seguin (TP-4) 44 12. Buchanan 48 13. Eagle Pass 53 14. Red Bluff 58 15. Inks ... 59 16. Marshall Ford 62 17. Morris Sheppard 66 iii TABLE OF CONTENTS (Cant'd.) Page 18. Denison 70 19. Whitney 74 20. Granite Shoals 77 21. Marble Falls 80 22. Falcon ... 83 23. Sam Rayburn 86 24. Amistad .. 89 25. Toledo 8end 90 REFERENCES ..... 93 FIGURES 1. Austin Dam and Hydroelectric Powerplant before 1900 5 2.
    [Show full text]
  • Some Dam – Hydro News TM and Other Stuff
    11/2/2018 Some Dam – Hydro News TM And Other Stuff i Quote of Note: “If you mess up, it's not your parents' fault, so don't whine about your mistakes, learn from them.” - Unknown Some Dam - Hydro News Newsletter Archive for Current and Back Issues and Search: (Hold down Ctrl key when clicking on this link) http://npdp.stanford.edu/ . After clicking on link, scroll down under Partners/Newsletters on left, click one of the links (Current issue or View Back Issues). “Good wine is a necessity of life.” - -Thomas Jefferson Ron’s wine pick of the week: 2015 Tenuta di Gracciano Della Seta Italian (Tuscany) Red "Vino Nobile di Montepulciano" “No nation was ever drunk when wine was cheap.” - - Thomas Jefferson Dams: (Big job!) Work to start this month on 4-year Devil’s Gate Dam sediment removal project By CAROL CORMACI, OCT 05, 2018 | latimes.com Work will start this month on a major, four-year- long project at Devil’s Gate Dam that will include restoration of wildlife habit and the removal of 1.7 million cubic yards of built-up sediment behind the aging dam in the Arroyo Seco, according to the Los Angeles County Public Works Department. The flood-prevention project has been debated in public forums since first proposed following the 2009 Station 1 Copy obtained from the National Performance of Dams Program: http://npdp.stanford.edu fire, which was a contributing factor to the buildup of debris behind the concrete dam. A 2014 lawsuit by Pasadena environmentalists stalled the work and successfully reduced its original scope.
    [Show full text]
  • Birdwell TFMA Fall Conference 2019.Final
    9/16/19 Texas Floodplain Management Wes Birdwell, PE August 29, 2019 1 Lower Colorado River Authority River Operations Manager Lake Buchanan Buchanan Dam Lake Inks Starcke Dam Lake LBJ Mansfield Dam Lake Travis Lake Marble Inks Dam Falls Lake Austin Tom Miller Dam 2 Wirtz Dam 3 LCRA Hydromet Streamflow Gauges (www.hydromet.lcra.org) 1 9/16/19 4 LCRA Hydromet Rainfall Gauges (www.hydromet.lcra.org) LCRA/USACE Flood Damage Evaluation Project 1998-2004 • Regional flood study of a major Texas river • Colorado River from San Saba to Matagorda • New 100 and 500-year flood information • Estimated flood damages • Developed concept damage reduction alternatives • Evaluated benefit and cost 5 2004 Main Stem Study of 500-Year Floodplain 6 2 9/16/19 Developed New Storms 7 Routed the Floods 8 Operated the Dams Lady Bird Lake Flood Profiles Normal Pool Elevation 9 3 9/16/19 Counted Structures in the Colorado River Floodplains 12 ,0 00 50 0- y ear f lo od pl ai n Total Structures 10 0- y ear f lo od pl ai n 9,863 10 ,0 00 100-year: 15,775 + 500-year: 28,229 8,183 8, 00 0 TOTAL = 44,004 6,486 6, 00 0 4,087 4,083 4, 00 0 3,213 2,034 2,059 1,785 2, 00 0 1,407 803 0 (Note: Bar graphs are cumulative) are graphs Bar (Note: Number of Structures Inks LBJ Buchanan Lake Travis*Tra vis C o. Fayette Co. Marb le Falls Bastrop Co. Wh arto n C o.
    [Show full text]