THE RIO GRANDE Inside: Putting the Pieces Together on This Important Binational Water Source
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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. -
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 -
Baseline Report Rio Grande-Caballo Dam to American Dam FLO-2D Modeling, New Mexico and Texas
Baseline Report Rio Grande-Caballo Dam to American Dam FLO-2D Modeling, New Mexico and Texas Prepared for: United States Section International Boundary and Water Commission (USIBWC) Under IBM 92-21, Task IWO #31 Prepared by: U.S. Army Corps of Engineers (Prime Contractor) Albuquerque District Subcontractors: Mussetter Engineering, Inc., Fort Collins, Colorado Riada Engineering, Inc., Nutruiso, Arizona September 4, 2007 Table of Contents Page 1. INTRODUCTION ................................................................................................................1.1 1.1. Project Objectives ......................................................................................................1.1 1.2. Scope of Work............................................................................................................1.1 1.3. Authorization ..............................................................................................................1.3 2. GEOMORPHOLOGY..........................................................................................................2.1 2.1. Background ................................................................................................................2.1 2.2. Pre-Canalization Conditions.......................................................................................2.1 2.3. Canalization Project ...................................................................................................2.1 2.4. Subreach Delineation.................................................................................................2.3 -
FLO-2D Model Development Below Caballo Dam URGWOM
FLO-2D Model Development Below Caballo Dam URGWOM Final Report on FLO-2D Model Development Submitted to: U.S. Army Corps of Engineers Albuquerque District Delivery Order DM01 Contract DACW09-03-D-0003 Prepared by: Tetra Tech, Inc. 6121 Indian School Road, NE Albuquerque, New Mexico October 3, 2005 Table of Contents Page Introduction..................................................................................................................................... 1 FLO-2D Model Development......................................................................................................... 1 Data Acquisition and Review – Hydrologic Data .................................................................... 1 Caballo Reservoir Flood Release ....................................................................................... 2 Design Storm Selection ...................................................................................................... 3 HEC-1 Hydrologic Model Application for Inflow Flood Hydrographs............................. 4 Rainfall Loss Estimate and Excess Runoff ........................................................................ 5 HEC-2 Model Results......................................................................................................... 5 Data Acquisition – Sediment Supply Analysis and Review ...................................................... 6 Data Acquisition – Diversions and Return Flows .................................................................. 11 Data Acquisition and Preparation -
2004 Calendar Year Report to the Rio Grande Compact Commission
University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 2004 2004 Calendar Year Report to the Rio Grande Compact Commission Hal D. Simpson Colorado John R. D'Antonio New Mexico Joe G. Hanson Texas Bill Ruth Federal Chairman Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation Simpson, Hal D.; John R. D'Antonio; Joe G. Hanson; and Bill Ruth. "2004 Calendar Year Report to the Rio Grande Compact Commission." (2004). https://digitalrepository.unm.edu/uc_rio_chama/49 This Report is brought to you for free and open access by the The Utton Transboundary Resources Center at UNM Digital Repository. It has been accepted for inclusion in Law of the Rio Chama by an authorized administrator of UNM Digital Repository. For more information, please contact [email protected], [email protected], [email protected]. RECLAMATION Managing Water in the West ·. 2004 Calendar Year Report to the Rio Grande Compact Commission COLORADO NEW MEXICO TEXAS Hal D. Simpson John R. D' Antonio Joe G. Hanson FEDERAL CHAIRMAN Bill Ruth Department of the Interior Bureau of Reclamation Upper Colorado Region Albuquerque Area Office Albuquerque, New Mexico March 2005 I MISSION STATEMENTS The mission of the Department of the Interior is to protect and provide access to our Nation's natural and cultural heritage and honor our trust responsibilities to Indian Tribes and our commitments to island communities. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. -
Final Conceptual Restoration Plan
Conceptual Restoration Plan and Cumulative Effects Analysis, Rio Grande—Caballo Dam to American Dam, New Mexico and Texas Prepared for: United States Section International Boundary and Water Commission (USIBWC) Under (MOU) IBM 92-21, IWO No. 31 Prepared by: U.S. Army Corps of Engineers Albuquerque District Fort Collins, Colorado Nutrioso, Arizona March 5, 2009 08Table of Contents Page 1. INTRODUCTION............................................................................................................ 1.1 1.1. Project Objectives .............................................................................................. 1.1 1.2. Scope of Work.................................................................................................... 1.1 2. SUMMARY OF BASELINE CONDITIONS..................................................................... 2.1 2.1. Baseline Geomorphology ................................................................................... 2.1 2.2. Baseline Hydrologic Analysis ............................................................................. 2.3 2.3. Baseline FLO-2D Hydraulic Analysis.................................................................. 2.7 2.4. Baseline Sediment-continuity Analysis............................................................. 2.10 2.5. Baseline Ecological Conditions ........................................................................ 2.12 2.5.1. General .................................................................................................... 2.12 2.5.2. -
Rio Grande Salinity Management Program: Preliminary Economic Impact Assessment
Rio Grande Salinity Management Program: Preliminary Economic Impact Assessment Ari M. Michelsen - Texas AgriLife Research Tom McGuckin – New Mexico State University Zhuping Sheng - Texas AgriLife Research Ron Lacewell - Texas A&M University Bobby Creel – New Mexico Water Resources Research Institute Prepared for the Rio Grande Salinity Management Coalition December 2009 TX AgriLife Research NMSU NMWRRI Support for this project was provided by the U.S. Army Corps of Engineers, Albuquerque Office, New Mexico Office of the State Engineer, Texas AgriLife Research, Texas Water Resources Institute, Texas A&M University System, New Mexico State University, New Mexico Water Resources Research Institute and USDA, CSREES, Rio Grande Basin Initiative. DISCLAIMER The United States Army Corps of Engineers and the New Mexico Interstate Stream Commission on behalf of the Rio Grande Salinity Management Coalition (Coalition), in part, funded the work herein reported. This document fulfills or partially fulfills a contractual requirement and was sought by and provided to the Coalition to help meet the goals of the Coalition. The work was also supported by Texas AgriLife Research, Texas A&M University System, New Mexico State University, New Mexico Water Resources Research Institute and the Cooperative State Research, Education, and Extension Service, U.S. Department of Agriculture under Agreement No. 2008-34461-19061. This report is the work of a contractor and the findings and conclusions in this report are those of the authors and do not necessarily represent the views of the funding agencies and the Coalition. Implementation of any recommendations or formal adoption of the information is subject to further consideration of the Coalition. -
Water Budget Study Final Report
Page Intentionally Left Blank Executive Summary ES-1. Background The Rio Grande Canalization Project (RGCP) is a narrow river corridor that extends 105.4 miles from Percha Dam at River Mile (RM) 105.4 in Sierra County, New Mexico, to American Dam at RM 0 in El Paso, Texas (USIBWC et al., 2004; Figure ES-1). The RGCP was constructed between 1938 and 1943 to facilitate compliance with the 1906 convention between the United States and Mexico, and to properly regulate and control, to the fullest extent possible, the water supply for use of the two countries as provided by the treaty (USIBWC, 2004). Major elements of the project included acquisition of Right of Way (ROW) for the river channel and adjoining floodways (8,332 acres), improvement of the alignment and efficiency of the river channel conveyance for water delivery, and flood-control measures that extended through the Rincon and Mesilla Valleys of New Mexico and El Paso Valley in Texas. As part of the RGCP, a deeper main channel was dredged to facilitate water delivery for irrigation. Flood protection levees were placed along two-thirds of the length of the RGCP where the channel was not confined by hillslopes or canyon walls (e.g., Selden Canyon). A number of NRCS sediment/flood-control dams were built between 1969 and 1975 on tributary arroyos to control flooding and sediment delivery to the RGCP from about 300 square miles of drainage basin downstream of Percha Dam. The 2010 through 2012 period marks one of the most significant drought periods that have affected Caballo Dam water releases for irrigation purposes, with increasing drought severity in each of the years. -
265 Flow Measurement Capabilities of Diversion
FLOW MEASUREMENT CAPABILITIES OF DIVERSION WORKS IN THE RIO GRANDE PROJECT AREA Brian Wahlin, Ph.D., P.E., D.WRE1 ABSTRACT Releases from Rio Grande Project storage are made on demand by the U.S. Bureau of Reclamation for diversion into Elephant Butte Irrigation District (EBID), El Paso County Water Improvement District No.1, and Republic of Mexico canals and laterals. The diversions are charged against each district and Mexico’s annual diversion allocation. As the Rio Grande Project implements and refines new operating procedures and the State of New Mexico continues efforts to implement Active Water Resource Management in the Lower Rio Grande, it is essential to have a high degree of confidence in the measurements of the water diverted from the Rio Grande. With this mission in mind, the New Mexico Interstate Stream Commission (NMISC) initiated a study to evaluate the Rio Grande Project diversion works, flow measurement facilities, and flow measurement methodologies in the Rincon and Mesilla Valley portions of the Rio Grande Project. More specifically, the NMISC was interested in understanding the measurement accuracy limitations presented by the diversion structures themselves, and whether improvements to those structures and/or methods could improve measurement accuracy. WEST Consultants, Inc. (WEST) evaluated flow measurement techniques at Elephant Butte Dam, Caballo Dam, Percha Diversion Dam, Arrey Main Canal, Leasburg Diversion Dam, Leasburg Canal, Mesilla Diversion Dam, the East Side Canal, the West Side Canal, and the Del Rio Lateral. EBID is making a significant effort to accurately measure flows despite the advanced age of many of the structures in the Rio Grande Project. -
Hydropower Resource Assessment at Existing Reclamation Facilities March 2011
RECLAMATION Managing Water in the West Hydropower Resource Assessment at Existing Reclamation Facilities March 2011 Hydropower Resource Assessment at Existing Reclamation Facilities Prepared by United States Department of the Interior Bureau of Reclamation Power Resources Office U.S. Department of the Interior Bureau of Reclamation Denver, Colorado March 2011 Mission Statements The mission of the Department of the Interior is to protect and provide access to our Nation’s natural and cultural heritage and honor our trust responsibilities to Indian Tribes and our commitments to island communities. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Disclaimer Statement The report contains no recommendations. Rather, it identifies a set of candidate sites based on explicit criteria that are general enough to address all sites across the geographically broad scope of the report. The report contains limited analysis of environmental and other potential constraints at the sites. The report must not be construed as advocating development of one site over another, or as any other site-specific support for development. There are no warranties, express or implied, for the accuracy or completeness of any information, tool, or process in this report. Contents Hydropower Resource Assessment at Existing Reclamation Facilities Contents Page Executive Summary ............................................................................................................... -
Section 2 Description of Alternatives
DEIS – River Management Alternatives for the Rio Grande Canalization Project (RGCP) Description of Alternatives SECTION 2 DESCRIPTION OF ALTERNATIVES The following section describes the river management alternatives whose potential effects are evaluated in this Draft Environmental Impact Statement (DEIS). The description is presented in the following sequence: • A summary of the alternatives. • Description of the No Action Alternative and three action alternatives: Flood Control Improvement Alternative; Integrated USIBWC Land Management Alternative; and Targeted River Restoration Alternative. • Comparative summary of alternatives and associated implementation projects. • Alternatives considered but not carried forward. • Project and actions with potential cumulative effects. • Implementation timetable. • Summary of potential effects. 2.1 ALTERNATIVES SUMMARY Table 2.1-1 presents a comparison of river management alternatives under consideration in terms of four management categories: levee system, floodway, channel and irrigation facilities, and sediment management. Most changes under consideration are associated with floodway management under the Integrated USIBWC Land Management and Targeted River Restoration Alternatives. The Targeted River Restoration Alternative also includes measures for diversification of the aquatic habitat (modified dredging of arroyos and reopening of meanders). Improvements to the levee system and sediment disposal apply to all action alternatives. A description of individual alternatives is presented below. In the description, references are made to seven distinct geographic reaches of the RGCP identified as River Management Units (RMUs). Features of each RMU are discussed in Appendix A, and their location is illustrated in Figure 2-1. 2.2 THE NO ACTION ALTERNATIVE The No Action Alternative consists of continuing operation and maintenance (O&M) activities currently conducted at the RGCP by the USIBWC. -
2000 Calendar Year Report to the Rio Grande Compact Commission
University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 2000 2000 Calendar Year Report to the Rio Grande Compact Commission Hal D. Simpson Colorado Thomas C. Turney New Mexico Joe G. Hansen Texas Bob Armstrong Federal Chairman Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation Simpson, Hal D.; Thomas C. Turney; Joe G. Hansen; and Bob Armstrong. "2000 Calendar Year Report to the Rio Grande Compact Commission." (2000). https://digitalrepository.unm.edu/uc_rio_chama/43 This Report is brought to you for free and open access by the The Utton Transboundary Resources Center at UNM Digital Repository. It has been accepted for inclusion in Law of the Rio Chama by an authorized administrator of UNM Digital Repository. For more information, please contact [email protected], [email protected], [email protected]. 2000 Calendar Year Report to the Rio Grande Compact Commission COLORADO NEW MEXICO TEXAS Hal D. Simpson Thomas C. Turney Joe G. Hansen FEDERAL CHAIRMAN Bob Armstrong UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION Upper Colorado Region Albuquerque Area Office March 22, 2001 2000 Calendar Year Report to the Rio Grande Compact Commission COLORADO NEW MEXICO TEXAS Hal D. Simpson Thomas C. Turney Joe G. Hansen FEDERAL CHAIRMAN Bob Armstrong UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION Upper Colorado Region Albuquerque Area Office March 22, 2001 TABLE OF CONTENTS INTRODUCTION. ..................................................... 1 SAN LUIS VALLEY PROJECT, COLORADO. ............................... 3 Conejos Division, Platoro Reservoir................................... 3 Platoro Dam Review of Operations and Maintenance Program. 3 Closed Basin Division.