1996 Calendar Year Report to the Rio Grande Compact Commission
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Filiberto Cortez, Bureau of Reclamation
Lower Rio Grande Project Operating Agreement: Settlement of Litigation SURFACE WATER OPPORTUNITIES IN NEW MEXICO 2008 OCTOBER NEW MEXICO WATER RESOURCES RESEARCH INSTITUTE Filiberto (Bert) Cortez, a native of El Paso, Texas, attended Bel Air High school and served in the U.S. Air Force during the Vietnam War era. While completing a B.S. in civil engineering at the University of Texas at El Paso, he began working for the Rio Grande Project, Bureau of Reclamation, and upon graduation worked as a staff engineer with the Project. Over the course of his career he has held various positions in the El Paso office, which include design engineer, hydraulic engineer, safety engineer, information resources coordinator, and planning engineer. Bert is now the manager of the El Paso office, which manages the water supplies for the Rio Grande Project. He is the principal Reclamation representative in various negotiations on water operations procedures, water rights adjudications, negotiation conversions of irrigation water to municipal and industrial water use, and resolution of environmental issues. Lower Rio Grande Project Operating Agreement: Settlement of Litigation Filiberto Cortez Bureau of Reclamation 10737 Gateway West, Suite 350 El Paso, TX 79935 I want to start off by thanking WRRI for inviting me dore Roosevelt recognized the flood/drought reality to speak at this conference. The people here are at the and supported the establishment of the U.S. Reclama- top of the water industry and I appreciate being includ- tion Services. As somebody mentioned earlier, we were ed with them. I was looking forward to the conference originally part of the Geological Services, so we come because I was going to be last on the agenda and I was from the same agency but were separated out. -
The History of the Rio Grande Compact of 1938
The Rio Grande Compact: Douglas R. Littlefield received his bache- Its the Law! lors degree from Brown University, a masters degree from the University of Maryland and a Ph.D. from the University of California, Los Angeles in 1987. His doc- toral dissertation was entitled, Interstate The History of the Water Conflicts, Compromises, and Com- Rio Grande pacts: The Rio Grande, 1880-1938. Doug Compact heads Littlefield Historical Research in of 1938 Oakland, California. He is a research histo- rian and consultant for many projects throughout the nation. Currently he also is providing consulting services to the U.S. Department of Justice, Salt River Project in Arizona, Nebraska Department of Water Resources, and the City of Las Cruces. From 1984-1986, Doug consulted for the Legal Counsel, New Mexico Office of the State Engineer, on the history of Rio Grande water rights and interstate apportionment disputes between New Mexico and Texas for use in El Paso v. Reynolds. account for its extraordinary irrelevancy, Boyd charged, by concluding that it was written by a The History of the congenital idiot, borrowed for such purpose from the nearest asylum for the insane. Rio Grande Compact Boyds remarks may have been intemperate, but nevertheless, they amply illustrate how heated of 1938 the struggle for the rivers water supplies had become even as early as the turn of the century. And Boyds outrage stemmed only from battles Good morning. I thought Id start this off on over water on the limited reach of the Rio Grande an upbeat note with the following historical extending just from southern New Mexicos commentary: Mesilla Valley to areas further downstream near Mentally and morally depraved. -
San Acacia Reach San Acacia Dam to Escondida Bridge Hydraulic Modeling Analysis 1918-2006
San Acacia Reach San Acacia Dam to Escondida Bridge Hydraulic Modeling Analysis 1918-2006 Middle Rio Grande, New Mexico September 2011 Prepared For: US Bureau of Reclamation Albuquerque, New Mexico Prepared By: Seema C. Shah-Fairbank, PE Jaehoon Kim Dr. Pierre Julien Colorado State University Engineering Research Center Department of Civil Engineering Fort Collins, Colorado 80523 Abstract Human influence on the Middle Rio Grande has resulted in major changes throughout the Middle Rio Grande region in central New Mexico. Many of these changes are associated with erosion and sedimentation. Therefore, hydraulic modeling analyses have been performed on the San Acacia reach to determine the changes in morphology and other important parameters. This study is an extension of the previous reach report developed by Reclamation on the San Acacia reach. The 11.6 mile long reach extends from the San Acacia Diversion dam (River Mile 116.2) to the Escondida Bridge (104.6). Spatial and temporal trends in channel geometry, discharge and sediment have been analyzed. In addition, historical bedform data were analyzed and potential equilibrium conditions were predicted. Aerial photographs, GIS active channel planforms, cross section surveys, hydraulic model analysis and channel classification methods were used to analyze spatial and temporal trends in channel geometry and morphology. Narrowing of the channel was observed from the GIS active channel planforms from 1918 to 2006. There is fluctuation in the channel properties (geometry) associated with complex channel response. There has been significant degradation in this reach due to channelization and the construction of the diversion dam. Due to the degradation, the particle diameter has coarsened from about 0.1 mm in 1972 to 0.36 mm in 2002. -
THE RIO GRANDE Inside: Putting the Pieces Together on This Important Binational Water Source
Winter 2021 THE RIO GRANDE Inside: Putting the pieces together on this important binational water source Texas A&M AgriLife Research Texas A&M AgriLife Extension Service Texas A&M University College of Agriculture and Life Sciences Message from Assistant Director of TWRI, Allen Berthold Published by Texas Water Resources Institute Editor Working to make Kerry Halladay Texas Water Resources Institute every drop count Art Direction When you think about the Rio Grande, what comes to mind? The songs written about it? The cultures surrounding it? That it’s a physical border between two Audrey Guidry countries? The growing populations on both sides of the border that rely on that Texas A&M AgriLife Marketing water? The fact that in recent history it hasn’t reached the Gulf of Mexico? Or and Communications maybe it seems like some mystical landmark you only hear about on the news? Whatever your thoughts, the Rio Grande is an extremely important landmark, Assistant Editors resource and cultural icon in our history. Wars have been fought over using it as a border. There have been battles in courtrooms over allocation of its water. There is Danielle Kalisek a strong sense of culture and pride among those who live within close proximity Sarah Richardson of it. All viewpoints on the importance of the Rio Grande are valid, but they also present some unique challenges and have caused the river to be classified as one C hantal C ough-Schulze of the top most endangered American and world rivers according to the World Ava English Texas Water Resources Institute Wildlife Fund. -
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. -
Challenges and Opportunities for Water of the Rio Grande
Journal of Agricultural and Applied Economics, 43,3(August 2011):367–378 Ó 2011 Southern Agricultural Economics Association Challenges and Opportunities for Water of the Rio Grande M. Edward Rister, Allen W. Sturdivant, Ronald D. Lacewell, and Ari M. Michelsen The Rio Grande has headwaters in Colorado, flows through New Mexico, and serves as the United States.–Mexico border in Texas, emptying into the Gulf of Mexico. Snow melt in Colorado and northern New Mexico constitutes the water river supply for New Mexico and the El Paso region, whereas summer monsoonal flow from the Rio Conchos in Mexico and tributaries, including the Pecos River, provides the Rio Grande flow for southern Texas. The region is mostly semiarid with frequent long-term drought periods but is also characterized by a substantial irrigated agriculture sector and a rapidly growing population. International treaties and interstate compacts provide the rules for allocation of Rio Grande waters between the United States and Mexico and among Colorado, New Mexico, and Texas. Water rights in Texas have been adjudicated, but the adjudication process was based on a wet period; hence, contemporary Rio Grande water rights are overallocated. Issues related to the waters of the Rio Grande include: frequent drought, increased municipal demand caused by a rapidly increasing population, supply variability, underdeliveries from Mexico, increasing salinity, inefficient delivery systems, health issues of the population, no economic/financial incentives for farmers to conserve, and water is not typically priced for efficiency. Stakeholders are interested in identifying solutions to limited water supplies while there is increasing demand. There are several activities in place addressing Rio Grande-related water needs, including enhancing delivery distribution efficiency of raw water, conversion of rights from agriculture to urban, improving both agricultural irrigation field distribution and urban use efficiency, developments in desalination, and litigation. -
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 -
2. Action Area: Overview of Project Components and Water Operations 2.1 Action Area
Joint Biological Assessment Part I – Water Management 2. Action Area: Overview of Project Components and Water Operations 2.1 Action Area The project area is the area where Reclamation’s and the non-Federal entities’ proposed actions occur, while the action area is defined as “all areas to be affected directly or indirectly by the Federal action and not merely the immediate area involved in the action” (50 Code of Federal Regulations [CFR] 402.02). For this BA, the project area and action area are considered to be the same. The action area for this consultation includes Heron Reservoir and Willow Creek downstream from Heron Dam, the Rio Chama downstream from the confluence with Willow Creek, and in the Rio Grande from the Velarde downstream to San Marcial above the full reservoir pool of Elephant Butte Reservoir (figure 1). The lateral extent of the action area generally is defined by the riverside drains and associated levees located to the east and west of the main stem of the river. In situations where levees do not exist on either or both sides, the lateral extents are confined by the historical flood plain (geological constraints, such as terraces and rock outcroppings or anthropogenic constraints, such as irrigation facilities). The river mile (RM) designations used in this document are those included in the 2002 controlled aerial photography. Caballo Dam is considered RM 0, and mile designations increase in an upstream direction. 2.2 Overview of Project Components This section provides background on the SJC Project and the MRG Project, which is necessary to identify the nature and limitations of both Reclamation’s discretionary actions and non-Federal actions. -
Water Resources of the Middle Rio Grande 38 Chapter Two
THE MIDDLE RIO GRANDE TODAY 37 Infrastructure and Management of the Middle Rio Grande Leann Towne, U.S. Bureau of Reclamation any entities are involved in water management lands within the Middle Rio Grande valley from M in the Middle Rio Grande valley from Cochiti to Cochiti Dam to the Bosque del Apache National Elephant Butte Reservoir. These entities own and Wildlife Refuge. The four divisions are served by operate various infrastructure in the Middle Rio Middle Rio Grande Project facilities, which consist of Grande valley that are highly interconnected and ulti- the floodway and three diversion dams, more than mately affect water management of the Rio Grande. 780 miles of canals and laterals, and almost 400 miles This paper describes major hydrologic aspects of the of drains. Users are served by direct diversions from Middle Rio Grande valley, including water manage- the Rio Grande and from internal project flows such ment activities of the U.S. Bureau of Reclamation, as drain returns. These irrigation facilities are operated major infrastructure of the Middle Rio Grande Project and maintained by MRGCD. (including the Low Flow Conveyance Channel), and focusing on issues downstream of San Acacia COCHITI DIVISION Diversion Dam. Although other entities such as municipalities have significant water management Project diversions from the Rio Grande begin at responsibilities in the Middle Rio Grande valley, they Cochiti Dam, through two canal headings that serve will not be addressed in this paper. the Cochiti Division. The Cochiti East Side Main and The Middle Rio Grande Conservancy District, a Sile Main canals deliver water to irrigators on both political subdivision of the state of New Mexico, was sides of the Rio Grande. -
Installation of Fencing, Lights, Cameras, Guardrails, and Sensors Along the American Canal Extension El Paso District Elpaso, Texas
ENVIRONMENTAL ASSESSMENT INSTALLATION OF FENCING, LIGHTS, CAMERAS, GUARDRAILS, AND SENSORS ALONG THE AMERICAN CANAL EXTENSION EL PASO DISTRICT ELPASO, TEXAS Lead Agency: U.S. Department of Justice Immigration and Naturalization Service Washington, D.C. Prepared in Conjunction with: HDR Engineering, Inc. Alexandria, VA. Apri11999 Environmental Assessment - Fencing & Lighting Along American Canal Extension El Paso Border Patrol/INS SUMMARY PROJECT SPONSOR: U.S. Department of Justice Immigration and Naturalization Service (INS) COMMENTS DUE TO: Manuel M. Rodriguez Chief, Policy & Planning Facilities & Engineering Immigration & Naturalization Service U.S. Department of Justice 425 Eye Street, N.W. Room 2060 Washington, D.C. 20536 Phone.: (202) 353-0383 Fax: (202) 353-8551 TIERING: This Environmental Assessment is tiered from the "Final Programmatic Environmental Impact Statement for JTF-6 Activities Along the U.S./Mexico Border (Texas, New Mexico, Arizona and California)", dated August 1994, prepared for the INS. PROPOSED ACTION: TheEl Paso Sector of the United States Border Patrol, the law enforcement arm of the INS, proposes to install fencing, lights, cameras, guardrails and sensors along portions of the American Canal Extension in El Paso, TX. The Proposed Action directly supports the mission of the Border Patrol (BP), and will provide considerable added safety to the field personnel. The project is located near the Rio Grande River in northwestern Texas. All of the project is within the city limits of El Paso. The majority of the Project Location is along a man made canal and levee system. Portions of the canal are at times adjacent to industrial areas, downtown El Paso, and mixed commercial with limited residential development. -
San Acacia Levee Project)
New Mexico Ecological Services Field Office 2105 Osuna Road NE Albuquerque, New Mexico 87113 Phone: (505) 346-2525 Fax: (505) 346-2542 February 28, 2013 Consultation No. 02ENNM00-2012-F-0015 Previous Consultation No. 2-22-95-F-0180 Julie A. Alcon, Acting Chief Planning Branch, Albuquerque District Department of the Army Corps of Engineers 4101 Jefferson Plaza NE Albuquerque, New Mexico 87109-3435 Dear Ms. Alcon: This document transmits the U.S. Fish and Wildlife Service’s (Service) final programmatic biological opinion (Opinion) on effects of the U.S. Department of the Army, Corps of Engineers, Albuquerque District (Corps) proposed action of construction, operation and maintenance of the Rio Grande Floodway, San Acacia to Bosque del Apache Unit, in Socorro County, New Mexico (i.e., proposed action or San Acacia Levee Project). The Corps proposes construct a new 43- mile levee by replacing an existing, earthen spoil bank in order to better protect nearby communities from a 100-year flood. The levee plan was divided into six segments, with construction occurring within those segments at approximately two miles per year, over a period of 20 years. Some of the excavated spoil bank material will be used in the construction of the new levee, but a large amount of excavated material will be transported and disposed on a 300- acre location at the south end of the project area. With continued operations and maintenance, the new levee will have a functional regional flood control life of 50 years. Construction is estimated to occur over the next 20 years, so this project will continue to at least 2082. -
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.