A Trans-Boundary Analysis of Agricultural Practices in the Southern Portion
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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 -
Calendar Year 2016 Report to the Rio Grande Compact Commission
University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 2016 Calendar Year 2016 Report to the Rio Grande Compact Commission Dick Wolfe Colorado Tom Blaine New Mexico Patrick R. Gordon Texas Hal Simpson Federal Chairman Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation Wolfe, Dick; Tom Blaine; Patrick R. Gordon; and Hal Simpson. "Calendar Year 2016 Report to the Rio Grande Compact Commission." (2016). https://digitalrepository.unm.edu/uc_rio_chama/72 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]. Calendar Year 2016 Report to the Rio Grande Compact Commission Colorado New Mexico Texas Dick Wolfe Tom Blaine Patrick R. Gordon Federal Chairman Hal Simpson U. S. Department of the Interior Bureau of Reclamation Albuquerque Area Office Albuquerque, New Mexico March 2017 MISSION STATEMENTS The Department of the Interior protects and manages the Nation's natural resources and cultural heritage; provides scientific and other information about those resources; and honors its trust responsibilities or special commitments to American Indians, Alaska Natives, and affiliated 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. Cover photo – Overbank flow at habitat restoration site on the Sevilleta NWR during 2016 spring pulse (Dustin Armstrong, Reclamation) Calendar Year 2016 Report to the Rio Grande Compact Commission U. -
Rio Grande Project
RIO GRANDE PROJECT El Paso Field Division 10737 Gateway Blvd. West, Suite 350 El Paso, TX 79935 U. S Dept. of the Interior Bureau of Reclamation RIO GRANDE PROJECT CURRENT HYDROLOGIC CONDITIONS OF UPPER RIO GRANDE BASIN U. S Dept. of the Interior Bureau of Reclamation ALBUQUERQUE AREA OFFICE BUREAU OF RECLAMATION ~ I CO ·· - ·· - ·· AZ:NM I • AMARILLO RIO GRANDE PROJECT MEXICO %OF AVG. SNOW WATER EQUIVALENT vs TIME %OF AVG. SNOW WATER EQUIVALENT vs TIME Upper Rio Grande Basin (Basin Avg.) Rio Chama Basin (Basin Avg.) 600 ~-----------------., 140 ...--:-------------:--;:--:-;:-=--~ w ~500 .------------~ ~ 120 ~~-------~~~~ ~ Avg=Avgo ~400 #---------------~~~~ ~ 100 ~H*--~.----~~=-~ ~ Avg=Avg o w 9SNOTEL 4 SNOTEL ~300 ~-----------~ Sites ~ 8o ~UW~~.J~~~----~ ~ 60 ~~~~----~~--~ Sites ~200 rr~----------~ 0 40 ~-----------~ ~ ~100 ~~~~~""~~~-----~ 20 ~-----------~ o ~~~~~TITITTI~~~~Trrrrrn 10/1 11/6 12/18 1/29 3/12 4/23 6/4 7/16 10/1 11/6 12/18 1/29 3/12 4/23 6/4 7/16 OCT. 01,2006 to APR. 30,2007 OCT. 01,2006 to APR. 30,2007 %OF AVG. SNOW WATER EQUIVALENT vs TIME %OF AVG. SNOW WATER EQUIVALENT vs TIME Sangre de Cristo Mtn Basins (Basin Avg.) Jemez River Basin (Basin Avg.) 160 ...-----------------., w 140 +-----~------~ ~ 120 ~---~~~~-~--~ w 120 ...-------~--~----------- ~ Avg=Avgo ~ 100 ~------~1r~r---~~~~ ffi 100 +--+--~----+-~------~ ~ Avg=Avgo ~ 80 ~~~-~---~---~ 9SNOTEL ffi 80 +------1~----r--------- Sites 3 SNOTEL ~ 60 ~~~~-----~==~~ ~ 60 ~----~------~--------- Sites ~ 40 ++~~~-----~~-"~ o~ 40 ~~r-~------~~------- 20 ++--------~~~~ ~ 20 ~~~~--------+--------- o ~~~~~~~~~~~~nTM o ~~~~~~~ITTI~ITnTITITTITIT 10/1 11/6 12/18 1/29 3/12 4/23 6/4 7/16 10/1 11 /6 12/18 1/29 3/12 4/23 6/4 7/16 OCT. -
Variability of Surface-Water Quantity and Quality and Shallow Groundwater Levels and Quality Within the Rio Grande Project Area, New Mexico and Texas, 2009–13
Prepared in cooperation with the New Mexico Environment Department and the New Mexico Interstate Stream Commission Variability of Surface-Water Quantity and Quality and Shallow Groundwater Levels and Quality Within the Rio Grande Project Area, New Mexico and Texas, 2009–13 Scientific Investigations Report 2016–5006 U.S. Department of the Interior U.S. Geological Survey Cover: Left, Flood irrigation of pecan orchards in the Rio Grande Project area, New Mexico, June 2014. Right, Dry Rio Grande riverbed near Selden Canyon, New Mexico, December 2014. Bottom, Irrigation conveyance and gate with row crops in the background, Rio Grande Project area, New Mexico, June 2014. U.S. Geological Survey photographs by Jessica M. Driscoll. Variability of Surface-Water Quantity and Quality and Shallow Groundwater Levels and Quality Within the Rio Grande Project Area, New Mexico and Texas, 2009–13 By Jessica M. Driscoll and Lauren R. Sherson Prepared in cooperation with the New Mexico Environment Department and the New Mexico Interstate Stream Commission Scientific Investigations Report 2016–5006 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior SALLY JEWELL, Secretary U.S. Geological Survey Suzette M. Kimball, Director U.S. Geological Survey, Reston, Virginia: 2016 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod/. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. -
Rio Grande Project Operating Agreement: Supplemental Environmental Assessment
Rio Grande Project Operating Agreement: Supplemental Environmental Assessment Jim Wilber Albuquerque Area Office Bert Cortez August 2, 2013 El Paso Field Division Project Operations: 1916 - 1979 • From Project initiation in 1916 through 1979, Reclamation operated the full Rio Grande Project irrigation system in New Mexico and Texas. • Reclamation allotted water to project lands by acre, and delivered water from storage to farm gates. 2 Project Operations: 1980 - 2007 • In 1980, specified operations were Project Storage transferred from Reclamation to EBID and EPCWID. • Since 1980, Reclamation has Diversions to allocated water to Diversions to EP#1 (TX) EBID (NM) – 69,010 Acres districts and Mexico 90,640 Acres and delivered water to river head gates Diversions to Mexico rather than to project lands. Project Water Allocations to Irrigation Districts • Project Allocations to the Districts have been made: • in accordance with the proportion of land in each District, • taking into account the Project delivery efficiency, as defined by the “D2 curve”. The “D2 curve” represents the historical relationship 57% of [GrossD2–Mexico] between releases from Caballo and total 43% of [GrossD2–Mexico] project diversions Mexico allocation calculated4 per Treaty of 1906 Origin of the Operating Agreement • Reclamation, EBID and EPCWID signed contracts in 1979/1980 that required them to create a mutually agreeable “detailed operational plan…setting forth procedures for water delivery and accounting.” • Parties agreed upon operating procedures and in 2008 signed an Operating Agreement that will be in effect until 2050. • The Operating Agreement resolves decades of litigation, and is in compliance with a legal settlement related to some of the District’s concerns. -
143 Rio Grande Basin 08328500 Jemez Canyon Reservoir
RIO GRANDE BASIN 143 08328500 JEMEZ CANYON RESERVOIR NEAR BERNALILLO, NM ° ° 1 1 LOCATION.--Lat 35 23'40", long 106 32'50", in SW ⁄4 SW ⁄4 sec.32, T.14 N., R.4 E., Sandoval County, Hydrologic Unit 13020202, at corner of outlet works control tower of Jemez Canyon Dam on Jemez River, 2.8 mi upstream from mouth, and 6.0 mi north of Bernalillo. DRAINAGE AREA.--l,034 mi2. PERIOD OF RECORD.--October 1953 to September 1965 (monthend contents only), October 1965 to current year. GAGE.--Water-stage recorder. Datum of gage is National Geodetic Vertical Datum of 1929 (levels by U.S. Army Corps of Engineers). REMARKS.--Reservoir is formed by earthfill dam, completed Oct. 19, 1953. Capacity, 172,800 acre-ft, from capacity table adapted Jan. 1, 1999, between elevations 5,125.0 ft, sill of outlet gates, and 5,252.3 ft, operating deck of spillway. Maximum controlled capacity, 102,700 acre-ft at elevation 5,232.0 ft (floor of spillway, which is located about 0.8 mi south of dam). Capacity by original survey was 189,100 acre-ft. Original plan for reservoir operation was to desilt all flow above 30 ft3/s by storage for one day before releasing to Rio Grande, and for possible detention during flood stage on Rio Grande. U.S. Army Corps of Engineers satellite telemetry at station. COOPERATION.--Records provided by U.S. Army Corps of Engineers. EXTREMES FOR PERIOD OF RECORD.--Maximum contents, 72,110 acre-ft, June 1, 1987, elevation, 5,220.24 ft; no storage most of time prior to Mar. -
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 -
Information to Users
Application of a ground-water flow model to the Mesilla Basin, New Mexico and Texas Item Type text; Thesis-Reproduction (electronic) Authors Hamilton, Susan Lynne, 1964- Publisher The University of Arizona. Rights Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author. Download date 26/09/2021 10:15:39 Link to Item http://hdl.handle.net/10150/278362 INFORMATION TO USERS This manuscript has been reproduced from the microfilm master. UMI films the text directly from the original or copy submitted. Thus, some thesis and dissertation copies are in typewriter face, while others may be from any type of computer printer. The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleedthrough, substandard margins, and improper alignment can adversely affect reproduction. In the unlikely event that the author did not send UMI a complete manuscript and there are missing pages, these will be noted. Also, if unauthorized copyright material had to be removed, a note will indicate the deletion. Oversize materials (e.g., maps, drawings, charts) are reproduced by sectioning the original, beginning at the upper left-hand corner and continuing from left to right in equal sections with small overlaps. Each original is also photographed in one exposure and is included in reduced form at the back of the book. -
US EPA-APPROVED TMDL for the Lower Rio Grande
USEPA-APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL) FOR THE MAIN STEM OF THE LOWER RIO GRANDE (FROM THE INTERNATIONAL BOUNDARY WITH MEXICO TO ELEPHANT BUTTE DAM) June 11, 2007 This page left intentionally blank. TABLE OF CONTENTS TABLE OF CONTENTS...............................................................................................................................i LIST OF TABLES........................................................................................................................................ii LIST OF FIGURES ......................................................................................................................................ii LIST OF PHOTOS .......................................................................................................................................ii LIST OF APPENDICES...............................................................................................................................ii LIST OF ABBREVIATIONS......................................................................................................................iii EXECUTIVE SUMMARY .......................................................................................................................... 2 1.0 INTRODUCTION ...........................................................................................................................5 2.0 LOWER RIO GRANDE BACKGROUND.....................................................................................6 2.1 Location Description.................................................................................................................6 -
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 -
Table of Contents
Calendar Year 2014 Report to the Rio Grande Compact Commission Colorado New Mexico Texas Dick Wolfe Tom Blaine Patrick R. Gordon Federal Chairman Hal Simpson U. S. Department of the Interior Bureau of Reclamation Albuquerque Area Office Albuquerque, New Mexico March 2015 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. Cover photo – NM 346 Bridge, July 26, 2014 (Daniel Clouser, MRGCD, Belen, NM) Calendar Year 2014 Report to the Rio Grande Compact Commission U. S. Department of the Interior Bureau of Reclamation March 2014 Information contained in this document regarding commercial products or firms may not be used for advertising or promotional purposes and is not an endorsement of any product or firm by the Bureau of Reclamation. Table of Contents Table of Contents ........................................................................................................................... i List of Figures ............................................................................................................................... iii List of Tables ...............................................................................................................................