Calendar Year 2016 Report to the Rio Grande Compact Commission
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Environmental Contaminants and Their Effects on Fish in the Rio Grande Basin
Biomonitoring of Environmental Status and Trends (BEST) Program: Environmental Contaminants and their Effects on Fish in the Rio Grande Basin S# S# S# S# S#S#S# S#S#S#S# S# S# # S S# S# # S S# S# S# S# # S# S# S S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# S# # S# S# # S S#S# S S# S# S# S# #S# S# S# S# S#S S# # S# SS# S# S# S#S# Scientific Investigations Report 2004—5108 U.S. Department of the Interior U.S. Geological Survey Front cover. The U.S. map shows the Rio Grande Basin (green) and stations sampled in this study (orange). Shown in gray are major river basins and stations in the conterminous U.S. sampled during other Biomonitoring of Environmental Status and Trends Program (BEST) investigations. Biomonitoring of Environmental Status and Trends (BEST) Program: Environmental Contaminants and their Effects on Fish in the Rio Grande Basin By Christopher J. Schmitt, Gail M. Dethloff, Jo Ellen Hinck, Timothy M. Bartish, Vicki S. Blazer, James J. Coyle, Nancy D. Denslow, and Donald E. Tillitt Scientific Investigations Report 2004—5108 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Gale A. Norton, Secretary U.S. Geological Survey Charles G. Groat, Director U.S. Geological Survey, Reston, Virginia: 2004 For more information about the USGS and its products: Telephone: 1-888-ASK-USGS World Wide Web: http://www.usgs.gov/ Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. -
1 Written Testimony Submitted to the United States Senate Committee On
Written Testimony Submitted to the United States Senate Committee on Energy and Natural Resources on S. 1012 New Mexico Drought Preparedness Act of 2017 Respectfully Submitted By Mike A. Hamman, PE Chief Executive Officer Middle Rio Grande Conservancy District Rio Grande Water Development in New Mexico The Upper Rio Grande originates in the San Juan and Sangre de Cristo mountain ranges in southern Colorado and northern New Mexico. It bisects the San Luis Valley in Colorado and the entire state of New Mexico with this reach culminating at Fort Quitman, Texas. This portion of the Rio Grande is administered under the Rio Grande Compact by a federal appointee and three Commissioners from Colorado, New Mexico and Texas with support from the United States Geological Survey, the Bureau of Reclamation, and the Army Corps of Engineers. The annual mean flow as measured at the Otowi gage in New Mexico is 1 million acre-feet with wide variation, ranging from 250,000 to 2.5 million acre-feet. Irrigated agriculture consists of approximately 600,000 acres in Colorado, 200,000 acres in New Mexico, 100,000 acres in Texas. Additionally, up to 60,000 acre-feet is delivered to lands within the Republic of Mexico via the Rio Grande Project under the 1906 Convention between the United States and Mexico. The predominate crop due to climate, water supplies and labor considerations is alfalfa. Other crops include potatoes, chilé, corn, fruit, onions and pecans. There is an improving ‘farm to table’ market serving a demand for locally produced agricultural products ranging from lettuces to melons as well as organically grown products particularly near and in municipalities. -
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 -
2002 Federal Register, 67 FR 39205; Centralized Library: U.S. Fish
Thursday, June 6, 2002 Part IV Department of the Interior Fish and Wildlife Service 50 CFR Part 17 Endangered and Threatened Wildlife and Plants; Designation of Critical Habitat for the Rio Grande Silvery Minnow; Proposed Rule VerDate May<23>2002 18:22 Jun 05, 2002 Jkt 197001 PO 00000 Frm 00001 Fmt 4717 Sfmt 4717 E:\FR\FM\06JNP3.SGM pfrm17 PsN: 06JNP3 39206 Federal Register / Vol. 67, No. 109 / Thursday, June 6, 2002 / Proposed Rules DEPARTMENT OF THE INTERIOR ADDRESSES: 1. Send your comments on fishes in the Rio Grande Basin, this proposed rule, the draft economic occurring from Espan˜ ola, NM, to the Fish and Wildlife Service analysis, and draft EIS to the New Gulf of Mexico (Bestgen and Platania Mexico Ecological Services Field Office, 1991). It was also found in the Pecos 50 CFR Part 17 2105 Osuna Road NE, Albuquerque, River, a major tributary of the Rio RIN 1018–AH91 NM, 87113. Written comments may also Grande, from Santa Rosa, NM, be sent by facsimile to (505) 346–2542 downstream to its confluence with the Endangered and Threatened Wildlife or through the Internet to Rio Grande (Pflieger 1980). The silvery and Plants; Designation of Critical [email protected]. You may also minnow is completely extirpated from Habitat for the Rio Grande Silvery hand-deliver written comments to our the Pecos River and from the Rio Grande Minnow New Mexico Ecological Services Field downstream of Elephant Butte Reservoir Office, at the above address. You may and upstream of Cochiti Reservoir AGENCY: Fish and Wildlife Service, obtain copies of the proposed rule, the (Bestgen and Platania 1991). -
Numerical Modeling of Isleta Diversion Dam Gate Operation Hydraulics to Minimize Sediment Effects
NUMERICAL MODELING OF ISLETA DIVERSION DAM GATE OPERATION HYDRAULICS TO MINIMIZE SEDIMENT EFFECTS Drew C. Baird, Hydraulic Engineer, U.S. Bureau of Reclamation, Denver, Colorado, [email protected]; Michael Sixta, Hydraulic Engineer, U.S. Bureau of Reclamation, Denver, Colorado, [email protected]. INTRODUCTION Isleta Diversion Dam was constructed in 1934 by the Middle Rio Grande Conservancy District (MRGCD) as part of their irrigation system, and is located on the Rio Grande about 10 miles south of Albuquerque, New Mexico, immediately downstream from the Highway 147 Bridge (Figure 1). The diversion dam was rehabilitated by Reclamation in 1955 as part of the Middle Rio Grande Project, authorized by Congress in the 1948 and 1950 Flood Control Acts. The Middle Rio Grande (MRG) has long been recognized for its characteristics of high sediment loads and dynamic channel conditions (Happ, 1948; Lagasse, 1980; Makar, 2010). The Isleta Diversion Dam consists of 30 river gates, three headworks gates on the Peralta Main canal (east side), and four headworks gates on the Belen Highline canal (west side) of the dam (Figure 2). The headworks gates are located in a sluiceway with a downstream gate used to maintain a maximum diversion head. Gate operations are used to provide water to downstream irrigators, meet downstream flow requirements of the 2003 Endangered Species Biological Opinion (USFWS, 2003), and manage sediment. Within the context of these multiple water use needs, a one-dimensional (1D) and two-dimensional (2D) fixed bed hydraulic models, sluiceway hydraulics, and sediment incipient motion analysis has been completed to provide recommendations on gate operations that would help reduce sediment impacts. -
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. -
Angostura Dam to Montaño Bridge: Geomorphic and Hydraulic Analysis
Angostura Dam to Montaño Bridge: Geomorphic and Hydraulic Analysis Upper Colorado Region Albuquerque Area Office Technical Services Division Middle Rio Grande Project, NM August 2018 Mission Statements The mission of the Department of the Interior is to protect and manage the Nation’s natural resources and cultural heritage; provide scientific and other information about those resources; and honor 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. Page 2 Angostura Dam to Montaño Bridge: Geomorphic and Hydraulic Analysis Middle Rio Grande Project, NM Technical Services Division Albuquerque Area Office Upper Colorado Region Report Prepared by: Aubrey Harris, PE, Hydraulic Engineer Michelle Klein, PE, Hydraulic Engineer Chi Bui, PE, Sr. Hydraulic Engineer Report Reviewed by: Robert Padilla, PE, DWRE, Supervisory Civil (Hydraulic) Engineer Ari Posner, PhD, Physical Scientist Mark Nemeth, PE, PhD, Technical Services Division Manager Cover Picture: Taken by Chi Bui in July 2017. At RM 199 (BB-342) east bank, looking downstream on the Rio Grande, located on Sandia Pueblo. Page 3 Contents 0.0 Executive Summary .............................................................................................................. 7 0.1 Content Guide .................................................................................................................. -
Middle Rio Grande Microbial Source Tracking Assessment Report
Middle Rio Grande Microbial Source Tracking Assessment Report Prepared for New Mexico Environment Department Albuquerque Metropolitan Arroyo Flood Control Authority Bernalillo County Prepared by Parsons Water & Infrastructure Inc. 8000 Centre Park Drive, Suite 200 Austin, TX 78754 October 2005 Middle Rio Grande Microbial Source Tracking Assessment Report Prepared for New Mexico Environment Department Albuquerque Metropolitan Arroyo Flood Control Authority Bernalillo County Prepared by Parsons Water & Infrastructure Inc. 8000 Centre Park Drive, Suite 200 Austin, TX 78754 October 2005 This study was funded by the New Mexico Environment Department’s Surface Water Quality Bureau, Bernalillo County, and the Albuquerque Metropolitan Arroyo Flood Control Authority. Middle Rio Grande Microbial Source Tracking Executive Summary EXECUTIVE SUMMARY This Middle Rio Grande (MRG) Microbial Source Tracking Project was funded by the New Mexico Environmental Department, Albuquerque Metropolitan Arroyo Flood Control Authority, and Bernalillo County. The objective of this project was to identify specific sources of fecal coliform causing high levels of bacteria in the MRG. The three agencies recognized that this type of data was essential to provide water quality program managers and stakeholders the information necessary to target solutions for reducing fecal coliform concentrations/loadings within the surface waters of the study area. The study area lies within the MRG between Angostura Diversion Dam in southeastern Sandoval County to the Isleta Diversion Dam, at the northern border of Isleta Pueblo, a distance of approximately 42 river miles (Figure 2.1). To identify specific sources of fecal coliform by subwatershed, this project involved several steps: • Execution of a sanitary survey or reconnaissance tour of the watershed and a compilation of available data and literature to identify potential contributing sources of fecal bacteria to be considered. -
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. -
U.S. Mexico Water Resources: the Rio Grande/Rio Bravo Example
U.S. Mexico Water Resources: The Rio Grande/Rio Bravo example 12 Great Rivers of North America: The Rio Grande is the fourth-longest river in North America (1,885 miles, 3,034 km). It begins in the San Juan Mountains of southern Colorado, then flows south through New Mexico. It forms the natural border between Texas and Mexico as it flows southeast to the Gulf of Mexico. In Mexico it is known as Rio Bravo del Norte. http://www.worldatlas.com/webimage/countrys/nariv.htm Rio Grande: One river or two? • Shared between two nations • Has two names • Basin did not become integrated (the entire river system did not connect) until recently (a few hundred thousand years ago) • Today the river again does not flow uninterrupted to the sea • Upper Rio Grande and Lower Rio Grande/Rio Bravo • Should be renamed Rio Poco or Rio Importante? Topics to be discussed • Human History • Geologic Evolution and Hydrology of the Upper Rio Grande • Water Resources in the 21st Century: The Challenges facing the Lower Rio Grande History to 1850 A.D. World Heritage Sites in the U.S. http://whc.unesco.org/heritage.htm *Mesa Verde (SW Colorado; 6th to 12th Century Anasazi ruins) Yellowstone Grand Canyon National Park Everglades National Park Independence Hall Redwood National Park Mammoth Cave National Park Olympic National Park *Cahokia Mounds State Historic Site (NE of St. Louis;9th-15th century) Great Smoky Mountains National Park La Fortaleza & San Juan Historic Site Puerto Rico Statue of Liberty Yosemite National Park Monticello and University of Virginia in Charlottesville *Chaco Culture National Historic Park (NW New Mexico; 850-1250 A.D.) Hawaii Volcanoes National Park *Pueblo de Taos Carlsbad Caverns National Park (N. -
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