Lower Rio Grande Basin Study Full Report

Total Page:16

File Type:pdf, Size:1020Kb

Lower Rio Grande Basin Study Full Report Lower Rio Grande Basin Study Under the Authority of the SECURE Water Act (Public Law 111-11) Great Plains Region, Oklahoma-Texas Area Office U.S.Department of the Interior Rio Grande Regional Water Authority Bureau of Reclamation Denver, Colorado December 2013 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. 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. Lower Rio Grande Basin Study Under the Authority of the SECURE Water Act (Public Law 111-11) Great Plains Region, Oklahoma-Texas Area Office U.S.Department of the Interior Rio Grande Regional Water Authority Bureau of Reclamation Denver, Colorado December 2013 Acronyms 2010 Region M Plan Rio Grande Regional Water Plan, dated October 1, 2010 ac-ft/yr acre-feet per year Basin Study Lower Rio Grande Basin Study BCSD Bias Corrected Spatially Downscaled Surface BGD brackish groundwater desalination BPUB Brownsville Public Utilities Board CMIP-3 Climate Model Inter-comparison Project Phase 3 DFC desired future condition DMI domestic-municipal-industrial EPA United States Environmental Protection Agency ERHWSC East Rio Hondo Water Supply Corporation ET0 reference evapotranspiration GAM Groundwater Availability Model GCM global climate model GHG greenhouse gas GMA Groundwater Management Area GNEB Good Neighbor Environmental Board GWA Groundwater Management Area HUD Housing and Urban Development IBWC International Boundary and Water Commission Interior U.S. Department of the Interior ITC Irrigation Technology Center M&I municipal and industrial mg/L milligrams per liter MGD million gallons per day NAFTA North American Free Trade Agreement NAWSC North Alamo Water Supply Corporation P&Gs Economic and Environmental Principles and Guidelines for Water and Related Land Resources Implementation Studies P.L. Public Law PC percentage change PM Penman-Monteith psi pounds per square inch QA/QC quality assurance/quality control Reclamation Bureau of Reclamation RGRWA Rio Grande Regional Water Authority RO reverse osmosis ROI return on investment ROW right-of-way SB1 Senate Bill 1 SECURE Science and Engineering to Comprehensively Understand and Responsibly Enhance SRWA Southmost Regional Water Authority State Water Plan 2012 Statewide plan entitled Water for Texas – 2012 TCEQ Texas Commission on Environmental Quality TDS total dissolved solids Treaty Treaty of 1944 Utilization of Waters of the Colorado and Tijuana Rivers and of the Rio Grande TWDB Texas Water Development Board UCM Unified Costing Model USDA U.S. Department of Agriculture USGS U.S. Geological Survey VIC Variable Infiltration Capacity Hydrology Model WAM Water Availability Model WaterSMART Sustain and Manage America’s Resources for Tomorrow WMS water management strategy WRAP Water Rights Analysis Package WSC water supply corporation WUG water user group WWCRA West Wide Climate Risk Assessment Symbols °F degrees Fahrenheit % percent § section Table of Contents Page Summary ............................................................................................................. S-1 I. Background ........................................................................................ S-1 II. Findings.............................................................................................. S-3 A. Water Supplies and Demands .................................................... S-3 B. Planning Objective ..................................................................... S-3 C. Alternatives/Adaptive Strategies ............................................... S-4 D. Next Steps and Future Considerations ....................................... S-8 E. Consequences of Taking No Action .......................................... S-9 Chapter 1: Problems, Needs, and Opportunities ........................................... 1-1 I. Introduction ........................................................................................ 1-1 A. Purpose of Study ........................................................................ 1-1 1. Local Planning Process ...................................................... 1-2 2. International Jurisdiction ................................................... 1-3 3. Social Characteristics ......................................................... 1-4 4. Environmental Characteristics ........................................... 1-6 5. Present Water and Related Land Development ............... 1-13 6. Public Involvement .......................................................... 1-14 Chapter 2: Regional Demands and Supplies and Future System Reliability ......................................................................................................... 2-1 I. Introduction ........................................................................................ 2-1 A. Chapter Organization ................................................................. 2-1 II. 2010–2060 Water Supply and Demand ............................................. 2-1 A. Surface Water Supply Availability Methodology (WAM/WRAP) ....................................................................... 2-1 B. Groundwater Supply Availability Methodology ....................... 2-6 C. 2010–2060 Water Supplies ........................................................ 2-7 D. 2010–2060 Water Demands ....................................................... 2-9 III. Projected Water Supply Deficit ....................................................... 2-16 IV. Climate Change Variable Infiltration Capacity Methodology ......... 2-18 A. Global Climate Model.............................................................. 2-18 B. Variable Infiltration Capacity Model ....................................... 2-19 1. Land Surface Simulation.................................................. 2-19 2. Period Change Flow Adjustment Factors ........................ 2-21 C. VariabIe Capacity Infiltration Surface Water Modeling Results ................................................................................... 2-23 1. Hydroclimate Projections................................................. 2-23 2. Impacts on Annual and Seasonal Runoff ......................... 2-28 3. Impacts on Reservoir Evaporation ................................... 2-29 4. Climate-affected Impacts on Irrigation Demand ............. 2-30 i Page D. Future Reliability of Facilities and Operations as Required by SECURE Water Act §9503(b)(3) ..................... 2-31 1. Summary .......................................................................... 2-31 2. Climate Change Projections ............................................. 2-32 3. Surface Water................................................................... 2-33 4. Groundwater .................................................................... 2-41 Chapter 3: Planning Objective and Water Management Strategies .......... 3-1 I. Planning Constraints .......................................................................... 3-1 A. Competition with Supply and Demand in Mexico .................... 3-1 B. Groundwater Supplies ................................................................ 3-2 C. Temporal Aspects ...................................................................... 3-2 D. Locational Aspects ..................................................................... 3-3 E. Quantitative Aspects .................................................................. 3-4 II. Planning Objective ............................................................................. 3-5 III. Water Management Strategies from the Region M Plan ................... 3-6 A. Evaluation Criteria ..................................................................... 3-7 1. Effectiveness ...................................................................... 3-8 2. Acceptability ...................................................................... 3-8 3. Completeness ..................................................................... 3-8 B. Water Management Strategies ................................................... 3-8 1. Role of Conservation ......................................................... 3-8 2. Strategies Receiving Further Evaluation ......................... 3-11 3. Implications for International Cooperation ...................... 3-15 C. Evaluation Outcome................................................................. 3-16 Chapter 4: Alternatives Formulation Report ............................................... 4-1 I. Objective ............................................................................................ 4-1 II. Limitations of the Characterization Process ...................................... 4-2 III. Water Management Strategies Evaluation ......................................... 4-2 A. Seawater Desalination ................................................................ 4-3 B. Fresh Groundwater Development .............................................. 4-3 C. Comparison of Brackish Groundwater Desalination and Non-potable Reuse ......................................................... 4-4 IV. Conclusion and Next Steps ................................................................ 4-7 Chapter 5: Alternatives Evaluation ............................................................... 5-1 I. Objective ...........................................................................................
Recommended publications
  • Rio Grande Basin 08247500 San Antonio River
    196 RIO GRANDE BASIN 08247500 SAN ANTONIO RIVER AT ORTIZ, CO ° ° 1 1 LOCATION.--Lat 36 59'35", long 106 02'17", in NE ⁄4SE ⁄4 sec.24, T.32 N., R.8 E., Rio Arriba County, New Mexico, Hydrologic Unit 13010005, on left bank 800 ft upstream (south) from Colorado-New Mexico State line, 0.4 mi southeast of Ortiz, and 0.4 mi upstream from Los Pinos River. DRAINAGE AREA.--110 mi2, approximately. PERIOD OF RECORD.--October 1919 to October 1920, October 1924 to September 1940 (seasonal records only), October 1940 to current year. Monthly discharge only for some periods, published in WSP 1312. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/ ?site_no=08247500 REVISED RECORDS.--WSP 1732: 1951. WSP 1923: 1927 (monthly discharge and runoff). GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 7,970 ft above NGVD of 1929, from topographic map. Prior to Apr. 7, 1926, nonrecording gage at various locations near present site, at different datums. Apr. 7, 1926 to June 24, 1954, water-stage recorder on right bank at site 200 ft downstream at present datum. REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by diversions for irrigation and return flows from irrigated areas. Statistical summary computed for 1941 to current year, subsequent to conversion of station to year-round records. COOPERATION.--Records collected and computed by Colorado Division of Water Resources and reviewed by Geological Survey. EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of Oct.
    [Show full text]
  • 2021 Rio Grande Valley/Deep S. Texas Hurricane Guide
    The Official Rio Grande Valley/Deep South Texas HURRICANE GUIDE 2021 IT ONLY TAKES ONE STORM! weather.gov/rgv A Letter to Residents After more than a decade of near-misses, 2020 reminded the Rio Grande Valley and Deep South Texas that hurricanes are still a force to be reckoned with. Hurricane Hanna cut a swath from Padre Island National Seashore in Kenedy County through much of the Rio Grande Valley in late July, leaving nearly $1 billion in agricultural and property damage it its wake. While many may now think that we’ve paid our dues, that sentiment couldn’t be further from the truth! The combination of atmospheric and oceanic patterns favorable for a landfalling hurricane in the Rio Grande Valley/Deep South Texas region can occur in any season, including this one. Residents can use the experience of Hurricane Hanna in 2020 as a great reminder to be prepared in 2021. Hurricanes bring a multitude of hazards including flooding rain, damaging winds, deadly storm surge, and tornadoes. These destructive forces can displace you from your home for months or years, and there are many recent cases in the United States and territories where this has occurred. Hurricane Harvey (2017), Michael (2018, Florida Panhandle), and Laura (2020, southwest Louisiana) are just three such devastating events. This guide can help you and your family get prepared. Learn what to do before, during and after a storm. Your plan should include preparations for your home or business, gathering supplies, ensuring your insurance is up to date, and planning with your family for an evacuation.
    [Show full text]
  • The Native Fish Fauna of Major Drainages East of The
    THE NATIVE FISH FAUNA OF MAJOR DRAINAGES EAST OF THE CONTINENTAL DIVIDE IN NEW MEXICO A Thesis Presented to the Graduate Faculty of Biology Eastern New Mexico University In Partial Fulfillment of the Requirements fdr -the7Degree: Master of Science in Biology by Michael D. Hatch December 1984 TABLE OF CONTENTS Page Introduction Study Area Procedures Results and Discussion Summary Acknowledgements Literature Cited Appendices Abstract INTRODUCTION r (t. The earliest impression of New Mexico's native fish fauna =Ems during the 1850's from naturalists attached to various government survey parties. Without the collections from these and other early surveys, the record of the native fish fauna would be severely deficient because, since that time, some 1 4 native species - or subspecies of fish have become extirpated and the ranges of an additionial 22 native species or subspecies have become severly re- stricted. Since the late Miocene, physiographical changes of drainages have linked New Mexico, to varying degrees, with contemporary ichthyofaunal elements or their progenitors from the Rocky Mountains, the Great Plains, the Chihuahuan Desert, the Mexican Plateau, the Sonoran Desert and the Great Basin. Immigra- tion from these areas contributed to the diversity of the state's native ichthyofauna. Over the millinea, the fate of these fishes waxed and waned in ell 4, response to the changing physical and _chenaca-l-conditions of the surrounding environment. Ultimately, one of the most diverse fish faunas of any of the interior southwestern states developed. Fourteen families comprising 67 species of fish are believed to have occupied New Mexico's waters historically, with strikingly different faunas evolving east and west of the Continental Divide.
    [Show full text]
  • 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.
    [Show full text]
  • Future of Irrigated Agriculture and the Transfer of Irrigation Use State Bar
    Future of Irrigated Agriculture and the Transfer of Irrigation Use GLENN JARVIS, ESQ. Law Offices of Glenn Jarvis Inter National Bank Bldg. 1801 S. 2nd Street, Ste. 550 McAllen, TX 78503 State Bar of Texas 12th Annual Changing Face of Water Rights Course February 24-25, 2011 San Antonio, Texas Chapter 15 Future of Irrigated Agriculture and the Transfer of Irrigation Use Chapter 15 TABLE OF CONTENTS I. The Setting - Where are We? ........................................................................................................................... 1 A. INTRODUCTION ............................................................................................................................... 1 B. REALITIES OF OUR TIME .............................................................................................................. 1 II. What We Are Doing ......................................................................................................................................... 4 A. SURFACE WATER RIGHTS -A Case Study on the Rio Grande - A Large Agricultural Area - Conversion of Irrigation Rights to Municipal and Industrial Rights, Legislation and Marketing ................................................................................ 5 (1) Background ............................................................................................................... 6 (2) Conversion of Irrigation Water Rights to Municipal on Urban Lands ....................... 9 (3) Water Marketing in the Lower and Middle Rio Grande .........................................
    [Show full text]
  • FARRAR-DISSERTATION-2020.Pdf (13.02Mb)
    THE MILAM STREET BRIDGE ARTIFACT ASSEMBLAGE: HOUSTONIANS JOINED BY THE COMMON THREAD OF ARTIFACTS – A STORY SPANNING FROM THE CIVIL WAR TO MODERN DAY A Dissertation by JOSHUA ROBERT FARRAR Submitted to the Office of Graduate and Professional Studies of Texas A&M University in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY Chair of Committee, Luis F. M. Vieira De Castro Committee Members, Donny L. Hamilton Christopher M. Dostal Joseph G. Dawson III Anthony M. Filippi Head of Department, Darryl J. De Ruiter May 2020 Major Subject: Anthropology Copyright 2020 Joshua R. Farrar ABSTRACT Buffalo Bayou has connected Houston, Texas to Galveston Bay and the Gulf of Mexico since Houston’s founding in 1837. During the American Civil War of 1861-65, Houston served as a storehouse for weapons, ammunition, food, clothing, and other supplies destined for the war effort in Galveston and the rest of the Confederacy. Near the end or soon after the Civil War ended, Confederate material supplies were lost or abandoned in Buffalo Bayou under the Milam Street Bridge in Houston. In 1968, the Southwestern Historical Exploration Society (SHES) recovered around 1000 artifacts with an 80-ton dragline crane operated off the Milam Street Bridge. About 650 artifacts from this collection were rediscovered by the Houston Archeological Society in 2015, stored in filing boxes at the Heritage Society at Sam Houston Park. This dissertation serves as an artifact and document-based study using newspaper accounts, sworn statements, and archaeological reports to assemble and detail the history of the Milam Street Artifact Assemblage – from abandonment in the bayou to rediscovery at the Heritage Society.
    [Show full text]
  • MEXICO Las Moras Seco Creek K Er LAVACA MEDINA US HWY 77 Springs Uvalde LEGEND Medina River
    Cedar Creek Reservoir NAVARRO HENDERSON HILL BOSQUE BROWN ERATH 281 RUNNELS COLEMAN Y ANDERSON S HW COMANCHE U MIDLAND GLASSCOCK STERLING COKE Colorado River 3 7 7 HAMILTON LIMESTONE 2 Y 16 Y W FREESTONE US HW W THE HIDDEN HEART OF TEXAS H H S S U Y 87 U Waco Lake Waco McLENNAN San Angelo San Angelo Lake Concho River MILLS O.H. Ivie Reservoir UPTON Colorado River Horseshoe Park at San Felipe Springs. Popular swimming hole providing relief from hot Texas summers. REAGAN CONCHO U S HW Photo courtesy of Gregg Eckhardt. Y 183 Twin Buttes McCULLOCH CORYELL L IRION Reservoir 190 am US HWY LAMPASAS US HWY 87 pasas R FALLS US HWY 377 Belton U S HW TOM GREEN Lake B Y 67 Brady iver razos R iver LEON Temple ROBERTSON Lampasas Stillhouse BELL SAN SABA Hollow Lake Salado MILAM MADISON San Saba River Nava BURNET US HWY 183 US HWY 190 Salado sota River Lake TX HWY 71 TX HWY 29 MASON Buchanan N. San G Springs abriel Couple enjoying the historic mill at Barton Springs in 1902. R Mason Burnet iver Photo courtesy of Center for American History, University of Texas. SCHLEICHER MENARD Y 29 TX HW WILLIAMSON BRAZOS US HWY 83 377 Llano S. S an PECOS Gabriel R US HWY iver Georgetown US HWY 163 Llano River Longhorn Cavern Y 79 Sonora LLANO Inner Space Caverns US HW Eckert James River Bat Cave US HWY 95 Lake Lyndon Lake Caverns B. Johnson Junction Travis CROCKETT of Sonora BURLESON 281 GILLESPIE BLANCO Y KIMBLE W TRAVIS SUTTON H GRIMES TERRELL S U US HWY 290 US HWY 16 US HWY P Austin edernales R Fredericksburg Barton Springs 21 LEE Somerville Lake AUSTIN Pecos
    [Show full text]
  • Salt Sources, Loading and Salinity of the Pecos River
    INFLUENCE OF TRIBUTARIES ON SALINITY OF AMISTAD INTERNATIONAL RESERVOIR S. Miyamoto, Fasong Yuan and Shilpa Anand Texas A&M University Agricultural Research Center at El Paso Texas Agricultural Experiment Station An Investigatory Report Submitted to Texas State Soil and Water Conservation Board and U.S. Environmental Protection Agency In a partial fulfillment of A contract TSSWCB, No. 04-11 and US EPA, No. 4280001 Technical Report TR – 292 April 2006 ACKNOWLEDGEMENT The study reported here was performed under a contract with the Texas State Soil and Water Conservation Board (TSSWCB Project No. 04-11) and the U.S. Environmental Protection Agency (EPA Project No. 4280001). The overall project is entitled “Basin-wide Management Plan for the Pecos River in Texas”. The materials presented here apply to Subtask 1.6; “River Salinity Modeling”. The cost of exploratory soil sample analyses was defrayed in part by the funds from the Cooperative State Research, Education, and Extension Service, U.S. Department of Agriculture under Agreement No. 2005-34461-15661. The main data set used for this study came from an open file available from the U.S. Section of the International Boundary and Water Commission (US- IBWC), and some from the Bureau of Reclamation (BOR). Administrative support to this project was provided by the Texas Water Resource Institute (TWRI). Logistic support to this project was provided by Jessica N. White and Olivia Navarrete, Student Assistants. This document was reviewed by Nancy Hanks of the Texas Clean Rivers Program (TCRP), Gilbert Anaya of the US-IBWC, and Kevin Wagner of the Texas Water Resource Institute (TWRI).
    [Show full text]
  • Water-Supply Limitations on Irrigation from the Rio Grande in Starr, Hidalgo, Cameron, and Willaey Counties, Texas, on the Basis of the Twe Methods
    ,. TEXAS WATER CQM}ITSSION Joe D. Carter, Chairman William E. Berger, Commissioner O. F. Dent, Commissioner BULLETIN 6413 A AP PEN 0 ICE S T 0 B U L LET IN 6 4 1 3 WATER-SUPPLY LIMITATIONS ON IRRIGATION FROM THE RIO GRAf'..'DE IN STARR, HIDALGO J CMtERON, AND WILLACY COUNTIES 1 TEXAS By John T. Carr, Jr., t. C. Janca, Robert L. Warzecha, Ralph B. Hendricks, Allen E. Richardson, Henry H. Porterfield, Jr., and PauL T. Gillett August 1965 ( Published and distributed by the ( Texas Water Commission Post Office Box 12311 Austin, Texas 78711 ( Authorization for use or reproduction of any original oaterial contained in this publication, i. e., not obtained from other sources) is freely granted without the necessity of securing permission therefor. The Commission would ap­ ( preciate acknowledgement of the source of original material so utilized. ( ( FOREWORD These appendices are the reports on the separate investigations and studies undertaken to obtain pertinent data and to develop bases for the selection of criteria for use in the comprehensive study summarized in the Texas Water Com­ mission Bulletin 6413, '~ater-Supply Limitations on Irrigation From the Rio Grande in Starr, Hidalgo, Cameroo, and IHllacy Counties, Texas," November 1964, and are supplementary thereto. The criteria and assumptions used in the various phases of the computations made in this comprehensive study were selected and determined by John J. Vandertulip, Chief Engineer; Louis L. McDaniels, Research Program Coordinator; and C. Olen Rucker, Hydrology Program Coordinator in collaboration ~"'ith the personnel engaged in this study. The appendices were prepared in final form by Mr.
    [Show full text]
  • The Rio Grande Compact the State of Colorado, the State of New Mexico
    The Rio Grande Compact: RIO GRANDE COMPACT Its the Law! The State of Colorado, the State of New Mexico, (g) Annual Debits are the amounts by which and the State of Texas, desiring to remove all causes actual deliveries in any calendar year fall below of present and future controversy among these States scheduled deliveries. and between citizens of one of these States and The Rio citizens of another State with respect to the use of the (h) Annual Credits are the amounts by which Grande waters of the Rio Grande above Fort Quitman, Texas, actual deliveries in any calendar year exceed sched- Compact and being moved by considerations of interstate uled deliveries. comity, and for the purpose of effecting an equitable apportionment of such waters, have resolved to (i) Accrued Debits are the amounts by which conclude a Compact for the attainment of these the sum of all annual debits exceeds sum of all annual purposes, and to that end, through their respective credits over any common period of time. Governors, have named as their respective Commis- sioners: (j) Accrued Credits are the amounts by which the sum of all annual credits exceeds the sum of all For the State of Colorado M.C. Hinderlider annual debits over any common period of time. For the State of New Mexico Thomas M. McClure For the State of Texas Frank B. Clayton (k) Project Storage is the combined capacity of Elephant Butte Reservoir and all other reservoirs who, after negotiations participated in by S.O. actually available for the storage of usable water Harper, appointed by the President as the \representa- below Elephant Butte and above the first diversion to tive of the United States of America, have agreed lands of the Rio Grande Project, but not more than a upon the following articles, to-wit: total of 2,638,860 acre feet.
    [Show full text]
  • 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.
    [Show full text]
  • Rio Grande Basin Fact Sheet
    Basin Report: Rio Grande The Rio Grande Basin, located in the southwestern United States, provides water for irrigation, households, environmental, and recreational uses in Colorado, New Mexico, and Texas, as well as Mexico. Reclamation projects within the basin include the Closed Basin Project, Colorado; the San Juan-Chama trans-mountain diversion project, between Colorado and New Mexico; the Middle Rio Grande Project, New Mexico; and the Rio Grande Project, in New Mexico and Texas. These projects support approximately 200,000 acres of irrigated agriculture, which produces alfalfa, cotton, vegetables, pecans and grain, for municipalities, tribes, and industry. Reclamation’s facilities provide critical water and power for industry and communities, including Albuquerque and Las Cruces, New Mexico; El Paso, Texas; and Ciudad Juarez, Mexico. The Rio Grande Basin supports critical habitat for the Rio Grande silvery minnow and the southwestern willow flycatcher – designated as endangered under the Endangered Species Act. To protect these critical resources, Reclamation and stakeholders must continually evaluate and report on the risks and impacts of climate change and identify appropriate adaptation and mitigation strategies by utilizing the best available science. Future Changes in Climate and Hydrology Reclamation's 2016 SECURE Water Act Report identifies climate challenges the Rio Grande River Basin could likely face: • Climate projections suggest that temperatures throughout the Rio Grande are projected to increase by roughly 5–6 °F during the 21st century. • Climate projections suggest that annual precipitation in the Rio Grande Basin will remain variable over the next century. • Warmer conditions are projected to transition snowfall to rainfall, decreasing April 1st snowpack and April-July runoff in the Rio Grande Basin.
    [Show full text]