Enhancing Local River Flood Hazard Communication in the Rio Grande Valley
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Newlands Project
MP Region Public Affairs, 916-978-5100, http://www.usbr.gov/mp, February 2016 Mid-Pacific Region, Newlands Project History The Newlands Project was one of the first Reclamation projects. It provides irrigation water from the Truckee and Carson Rivers for about 57,000 acres of cropland in the Lahontan Valley near Fallon and bench lands near Fernley in western Nevada. In addition, water from about 6,000 acres of project land has been transferred to the Lahontan Valley Wetlands near Fallon. Lake Tahoe Dam, a small dam at the outlet of Lake Tahoe, the source of the Truckee Lake Tahoe Dam and Reservoir River, controls releases into the river. Downstream, the Derby Diversion Dam diverts the water into the Truckee Canal and Lahontan Dam, Reservoir, carries it to the Carson River. Other features and Power Plant include Lahontan Dam and Reservoir, Carson River Diversion Dam, and Old Lahontan Dam and Reservoir on the Carson Lahontan Power Plant. The Truckee-Carson River store the natural flow of the Carson project (renamed the Newlands Project) was River along with water diverted from the authorized by the Secretary of the Interior Truckee River. The dam, completed in 1915, on March 14, 1903. Principal features is a zoned earthfill structure. The reservoir include: has a storage capacity of 289,700 acre-feet. Old Lahontan Power Plant, immediately below Lahontan Dam, has a capacity of Lake Tahoe Dam 42,000 kilowatts. The plant was completed in 1911. Lake Tahoe Dam controls the top six feet of Lake Tahoe. With the surface area of the lake, this creates a reservoir of 744,600 acre- Truckee Canal feet capacity and regulates the lake outflow into the Truckee River. -
Inter -American Highway
Caves of the Inter-American Highway NUEVO LAREDO, TAMAULIPAS to TAMAZUNCHALE, SAN LUIS POTOSI BULLETIN 1 of the Association for Mexican Cave Studies EDITED BY WILLIAM H. RUSSELL and TERRY W. RAINES REPRlNT Frontispiece: View from one of the many caves in Huasteca Canyon. Photo by Jim McLane CAVES OF THE INTER-AMERICAN HIGHWAY NUEVO LAREDO. TAMAULIPAS TO TAMAZUNCHALE. SAN LUIS POTOSI BULLETIN oC the ASSOCIATION FOR MEXICAN CAVE STUDIES edited by William H. Russell and Te....y "V. Raines Austin. Texas. U.S.A. July 1967 FOREWORD TO THE REPRINT EDITION This classic work, long out of print, was the first introduction to the spectacular caves and karst of Mexico to most of the world. The Association for Mexican Cave Studies was founded, initially as the Speleological Survey of Mexico, in 1962. By the time this Bulletin 1 was published, there had been two volumes of the Association for Mexican Cave Studies Newsletter, but Caves of the Inter-American Highway was its first major publication. This is a facsimile reprint of the original edition. In the nearly thirty-five years since the publication of this book, much has changed in Mexico and in caving. Spectacular finds have continued to be made in the area in northeastern Mexico that it covers, and additional important caving areas have been found in other parts of the country. Records of length and depth have been broken repeatedly. But the caves described here are still some of the most interesting in Mexico. The road logs and details about access to the caves may welt of course, have become obsolete. -
Leasburg Diversion Dam Flows Along the Rio Grande River About a Mile and a Half Northwest of Fort Selden Historic Site
H. Davis with the U.S. military was Explore History, Where It Happened surveying the area for use as a military Visit New Mexico Historic Sites and explore the state’s most important places. post. These seven historic sites and one historic property highlight the traditions and Today, the Diversion Dam is part of culture of New Mexico. It is an experience LEASBURG Leasburg Dam State Park, designated a you won’t forget. state park in 1971. DIVERSION DAM Help Preserve Fort Selden Help us preserve Fort Selden by becoming a site volunteer or by making a designated gift to the Museum of NM Foundation for the Fort’s preservation and interpretation. 100% of your gifts will be used to support Fort Selden. Become a Friend of Fort Selden Join other community members as we work to form a non-profit group to support the Fort. Call us for more information at 575-202-1638. The Leasburg Diversion Dam flows along the Rio Grande River about a mile and a half northwest of Fort Selden Historic Site. This diversion dam is vitally important to the region because water is one of New Mexico’s most important commodities. For thousands of years the Rio Grande has been a source of water for travelers, settlers, and livestock and provided water for crop irrigation. Fort Selden Historic Site However, the Rio Grande is an extremely powerful force of nature. It 1280 Ft. Selden Rd. Radium Springs, NM 88054 is a naturally moving river whose path changes on an almost yearly basis. Phone (575) 526-8911 Regional Office: (575) 202-1638 nmhistoricsites.org In the mid-19th century, settlers in the two flood controls in Picacho North and through to the Juarez Valley can have Upper Mesilla Valley were looking for Picacho South; and diversion dams access to water when needed. -
Environmental Contaminants and Their Effects on Fish in the Rio Grande Basin
Biomonitoring of Environmental Status and Trends (BEST) Program: Environmental Contaminants and their Effects on Fish in the Rio Grande Basin S# S# S# S# S#S#S# S#S#S#S# S# S# # S S# S# # S S# S# S# S# # S# S# S S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# # S# S# # S S#S# S S# S# S# S# #S# S# S# S# S#S S# # S# SS# S# S# S#S# Scientific Investigations Report 2004—5108 U.S. Department of the Interior U.S. Geological Survey Front cover. The U.S. map shows the Rio Grande Basin (green) and stations sampled in this study (orange). Shown in gray are major river basins and stations in the conterminous U.S. sampled during other Biomonitoring of Environmental Status and Trends Program (BEST) investigations. Biomonitoring of Environmental Status and Trends (BEST) Program: Environmental Contaminants and their Effects on Fish in the Rio Grande Basin By Christopher J. Schmitt, Gail M. Dethloff, Jo Ellen Hinck, Timothy M. Bartish, Vicki S. Blazer, James J. Coyle, Nancy D. Denslow, and Donald E. Tillitt Scientific Investigations Report 2004—5108 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Gale A. Norton, Secretary U.S. Geological Survey Charles G. Groat, Director U.S. Geological Survey, Reston, Virginia: 2004 For more information about the USGS and its products: Telephone: 1-888-ASK-USGS World Wide Web: http://www.usgs.gov/ Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. -
Sharing the Colorado River and the Rio Grande: Cooperation and Conflict with Mexico
Sharing the Colorado River and the Rio Grande: Cooperation and Conflict with Mexico December 12, 2018 Congressional Research Service https://crsreports.congress.gov R45430 {222A0E69-13A2-4985-84AE-73CC3DFF4D02}-R-065134085251065165027250227152136081055238021128244192097047169070027044111226189083158176100054014174027138098149076081229242065001223143228213208120077243222253018219014073197030033204036098221153115024066109133181160249027233236220178084 SUMMARY R45430 Sharing the Colorado River and the December 12, 2018 Rio Grande: Cooperation and Conflict with Nicole T. Carter Specialist in Natural Mexico Resources Policy The United States and Mexico share the waters of the Colorado River and the Rio Grande. A bilateral water treaty from 1944 (the 1944 Water Treaty) and other binational agreements guide Stephen P. Mulligan how the two governments share the flows of these rivers. The binational International Boundary Legislative Attorney and Water Commission (IBWC) administers these agreements. Since 1944, the IBWC has been the principal venue for addressing river-related disputes between the United States and Mexico. The 1944 Water Treaty authorizes the IBWC to develop rules and to issue proposed decisions, Charles V. Stern called minutes, regarding matters related to the treaty’s execution and interpretation. Specialist in Natural Resources Policy Water Delivery Requirements Established in Binational Agreements. The United States’ and Mexico’s water-delivery obligations derive from multiple treaty sources and vary depending on the body of water. Under the 1944 Water Treaty, the United States is required to provide Mexico with 1.5 million acre-feet (AF) of Colorado River water annually. The 1944 Water Treaty also addresses the nations’ respective rights to waters of the Rio Grande downstream of Fort Quitman, TX. It requires Mexico to deliver to the United States an annual minimum of 350,000 AF of water, measured in five-year cycles (i.e., 1.75 million AF over five years). -
6 Hedge Canal Diversion Dam Daly Ditches Irrigation District
6HedgeCanalDiversionDam DalyDitchesIrrigationDistrict ProjectDescription DalyDitchesIrrigationDistrict[DDID][Hamilton] wastherecipientof$290,000inAmericanRein vestmentandRecoveryAct[ARRA]fundsin 2009.Thisfundingwasusedtoreplaceanaged timberdiversiondamontheBitterrootRiver southofHamilton. Thisprojectconsistedofreplacingtheexisting timberframediversiondamwithamoresolid damconsistingofa6’vertical,subsurfacecon cretewallsupportinga6’verticalgroutedrock wall.Thisnewstructureservedtostabilizethe riverbankatitsinterfacewithacanaladjacentto theBitterrootRiver,bypassinganuphillspring runningbeneaththecanal,thusenablingcontin uedfunctioningofthedam. Figure61–Largeboulderswereplacedandgroutedtogetheratthe Thenew,replacementdiversiondamprevents siteoftheformer,decayingdam.[Photo:PropertyofMorrison fishentrainmentwhileencouragingfishpassage. MaierleInc.] Previousfailuresofthediversiondamhavere sultedinalossofirrigationwatersto41%ofthe irrigationdistrict. History DDIDwasfoundedbyMarcusDalyinthelate 1800sandincludestheHedgeCanalDiversion Dam.Thiscanalwasconstructedadjacenttoand uphilloftheBitterrootRiverintheearly1900s. Uponitsconstruction,itwasexpectedtofunc tionfor50to75years.Sinceitsconstruction,a springhasdevelopeduphillfromthecanal,which hasservedtocausesignificantweakeningofthe canalbankbetweentheriverandthecanal.An additionaldetrimenttotheoriginaldiversion damhasbeenthecontinuederosionoftheriver bank,duetoriverfluctuationsincombination Figure62–Boulderplacementaccuracyhelpedtoensurethelon withanunstablebank.Thiserosionhascontrib gevityofthereplacementdam.[Photo:PropertyofMorrisonMaierle -
Rio Grande Project
Rio Grande Project Robert Autobee Bureau of Reclamation 1994 Table of Contents Rio Grande Project.............................................................2 Project Location.........................................................2 Historic Setting .........................................................3 Project Authorization.....................................................6 Construction History .....................................................7 Post-Construction History................................................15 Settlement of the Project .................................................19 Uses of Project Water ...................................................22 Conclusion............................................................25 Suggested Readings ...........................................................25 About the Author .............................................................25 Bibliography ................................................................27 Manuscript and Archival Collections .......................................27 Government Documents .................................................27 Articles...............................................................27 Books ................................................................29 Newspapers ...........................................................29 Other Sources..........................................................29 Index ......................................................................30 1 Rio Grande Project At the twentieth -
Algorithms for Automatic Control Diversion Dams
• - --·--. - . e ALGORITHMS FOR AUTOMATIC CONTROL OF DIVERSION DAMS by Clark P. Buyalski UNITED STATES DEPARTMENT OF THE INTERIOR Bureau of Reclamation Engineering and Research Center Denver, Colorado A paper to be presented at the ASCE Water Forum '86, "World Water Issues in Evolution," August 4-6,1986, Long Beach, California. .#'· ALGORITHMS FOR AUTOMATIC CONTROL OF DIVERSION DAMS by Clark P. Buyalski, P. E., M. ASCE 1/ ASCE Water Forum '86 "World Water Issues in Evolution" August 4-6, 1986 Long Beach, California 1/ Research Hydraulic Engineer, Engineering and Research Center, D-1531, Bureau of Reclamation, PO Box 25007, Denver Federal Center, Denver CO 80225. • ALGORITH~1S FOR AUTOMATIC CONTROL OF DIVERSION DAt~S by Clark P. Buyalski l/, P. E., M. ASCE ABSTRACT The nature of the upstream river inflow to a reservoir of a typical diversion dam determines how the releases downstream are made. River inflow can be (1) intermittent or (2) continuous with a wide variation in magnitude. The application of local automatic control for the releases from a diversion dam that has intermittent river inflow is limited. For this case, it is better to install a remote monitoring system and make the releases by manual operation. The diversion dam that has a continuous river inflow can utilize onsite control algorithms for the local automatic regulation of the releases downstream. This paper discusses the typical diversion dam and the two basic operational concepts. The criterion for selecting a remote monitoring-manual operated system versus a local automatic controlled system is included. The general concept of the remote monitoring system and the design of a practical local automatic controller are then discussed and a summary is provided. -
Upper San Joaquin River Basin Storage Investigation Draft
Chapter 11 Geology and Soils This chapter describes the affected environment for geology and soils, as well as potential environmental consequences and associated mitigation measures, as they pertain to implementing the alternatives. This chapter presents information on the primary study area (area of project features, the Temperance Flat Reservoir Area, and Millerton Lake below RM 274). It also discusses the extended study area (San Joaquin River from Friant Dam to the Merced River, the San Joaquin River from the Merced River to the Delta, the Delta, and the CVP and SWP water service areas). Affected Environment This section describes the affected environment related to geology, geologic hazards, erosion and sedimentation, geomorphology, mineral resources, soils, and salts. Where appropriate, geology and soils characteristics are described in a regional context, including geologic provinces, physiographic regions, or other large-scale areas, with some area-specific geologic maps and descriptions of specific soil associations. Geology This section describes the geology of the primary and extended study areas. Primary Study Area A description of the surficial geologic units encountered in the primary study area is presented in Table 11-1. Geologic maps of the primary study area and the area of project features are presented in Figure 11-1 and Figure 11-2, respectively. Draft – August 2014 – 11-1 Upper San Joaquin River Basin Storage Investigation Environmental Impact Statement Table 11-1. Description of Surficial Geologic Units of the Primary Study Area Geologic Map of Millerton Lake Quadrangle, West-Central Sierra Nevada, California1 Formation Surficial Deposits General Features Abbreviation Plutonic rocks characterized by undeformed blocky hornblende prisms as long as 1 cm and by biotite books as Tonalite of Blue Canyon much as 5 mm across. -
Dha Ne Diversion Dam Site
6/20/2011 Dha Ne Diversion Dam Site East Paktika Direction of Stream Flow Facing Northwest Facing Northeast Facing North 1 6/20/2011 Direction of Stream Flow Intake Canal Main Irrigation Canal Facing East Facing Northeast Intake Canal Direction of Stream Flow Facing Southeast Facing South West End of Diversion Dam 2 6/20/2011 Direction of Stream Flow Diversion Dam Facing West Direction of Stream Flow East end of Diversion Dam West end of Diversion Dam Facing Northeast Intake Canal 3 6/20/2011 Hybati Reservoir East Paktika Direction of Stream Flow Facing North Primary source water for Hybati Reservoir 4 6/20/2011 Direction of Stream Flow Facing East Primary source water for Hybati Reservoir Direction of Stream Flow Facing South Primary source water for Hybati Reservoir 5 6/20/2011 Direction of Stream Flow High Ground forms center of Dam South End of Dam North End of Dam Facing West Primary source water for Hybati Reservoir South End of Dam Direction of Stream Flow North Rock outcrop at confluence Facing West Primary source water at confluence of three streams 6 6/20/2011 Wider View Facing West Primary source water at confluence of three streams Direction of Stream Flow Facing Southeast to North of main source stream 7 6/20/2011 Improvised Gate dug at North end to allow water to High Ground the two side of dam were built into. flow from the north part of reservoir North part of reservoir cannot drain into the south side where the flood gate was built Center of Dam facing North Center of Dam facing Northeast Direction of Stream Flow Ridge Line center of dam Not pictured is mechanical gate that feeds the main irrigation canal for the Hybati Village at a certain depth of water only the southern body of water can flow through the gate as the northern part is cut off by the high ground that the dame is built into. -
The Streets of Laredo: Reevaluating the Vernacular Urbanism of Old Nuevo Santander
85THACSA ANNUAL MEETING ANDTECHNOLOGY CONFERENCE 34 1 The Streets of Laredo: Reevaluating the Vernacular Urbanism of Old Nuevo Santander RAFAEL LONGORIA University of Houston STEPHEN FOX Anchorage Foundation of Texas As part of the last Spanish colonization effort in the New area with the highest percentage of Mexican-American World, don Jose de Escandon, Conde de la Sierra Gorda, residents. coordinated settlement of the Mexican province of Nuevo Between 1749 and 1755 Escandon established twenty Santander, which comprised the present Mexican state of towns in the province of Nuevo Santander.' These included Tamaulipas and most of the U.S. state of Texas south of the a string of villages along the Rio Grande, the far north edge Nueces River. Of the towns Escandon established in Nuevo of settlement: Camargo (1749), Reynosa (1749), Revilla Santander in the middle of the 18th century, the five located (1750, now called Guerrero Viejo), Mier (1 752), and Laredo near the Rio Grande (Rio Bravo del Norte) ended up on either (1755). In the earliest years of Nuevo Santander, property side of the international border between Mexico and the was held communally by the residents in each settlement. In United States. One of these, Laredo, Texas, is now in the 1767 a royal commission surveyed town sites and pasturage United States. Laredo is defined by its Mexican Creole allotments and distributed titles to private property among architecture and urban spatiality. Architecture materially settlers. Along the Rio Grande, each household received a represents community identity in this, the U.S. metropolitan town lot on which to build a house and a porcidn, a long, narrow, 5,300-acre tract of land with river frontage, on which to raise livestock. -
Rio Grande/Bravo Basin
World Environmental and Water Resources Congress 2011: 1924 Bearing Knowledge for Sustainability © ASCE 2011 Risk Analysis of the 1944 Treaty between the United States and Mexico for the Rio Grande/Bravo Basin S. Sandoval-Solis1 and Daene C. McKinney2 1Center for Research in Water Resources, University of Texas at Austin, Austin, TX 78712; PH (512) 471-0071; FAX (512) 471-0072; email: [email protected] 2Center for Research in Water Resources, University of Texas at Austin, Austin, TX 78712; PH (512) 471-5644; FAX (512) 471-0072; email: [email protected] ABSTRACT The treaty of 1944 between United States (U.S.) and Mexico defines the water allocation of both countries for the Colorado, Tijuana and Rio Grande/Bravo rivers. This paper focuses its attention in the treaty obligations of water delivery from Mexico to the US in the Rio Grande/Bravo basin. For this basin, the treaty specifies a primary division of six tributaries originating in Mexico as one-third to the U.S. and two-thirds to Mexico. The third shall not be less than 431.721 million m3/year as an average over cycles of 5 consecutive years. Two international dams, Amistad and Falcon, are used to store and manage the water for both countries and each country has its own storage account in each reservoir. The treaty cycles can expire in less than five years if the account of U.S. storage in both dams is filled with water. Before the signature of the treaty, an analysis of the six tributaries outflow was done in order to evaluate the treaty obligations.