Critical Habitat for the Rio Grande Silvery Minnow; Final Rule
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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. -
Index of Surface-Water Records to December 31, 1963 Part 8.-Western Gulf of Mexico Basins
Index of Surface-Water Records to December 31, 1963 Part 8.-Western Gulf of Mexico Basins GEOLOGICAL SURVEY CIRCULAR 508 ,. Index of Surface-Water Records to December 31, 1 963 Part B.-Western Gulf of Mexico Basins By H. P. Eisenhuth Geological Survey Circular 508 Washington 1965 United States Department of the Interior STEW ART L. UDALL, SBCRETARY Geological Survey THOMAS B. NOLAN, DIRECTOR Free on application to the U.S. Geological Survey, Washington, D. C. 20242 Index of Surface-Water Records to December 31, 1963 Part 8.-Western Gulf of Mexico Basins By H. P. Eisenhuth INTRODUCTION This report lists the streamflow and reservoir stations in the Western Gulf of Mexico basins for which records have'been or are to be published in reports of the Geological Survey for periods through December 31, 1963. It supersedes Geological Survey Circular 388. Basic data on surface-water_ supply have been published in an annual series of water-supply papers consisting of several volumes, including one each for the States of Alaska and Hawaii. The area of the other 48 States is divided into 14 parts whose boundaries coincide with certain natural drainage lines. Prior to 1951, the records for the 48 States were published in 14 volumes, one for each of the parts. From 1951 to 1960, the records for the 48 States were published annually in 18 volumes, there being 2 volumes each for Parts 1, 2, 3, and 6. The boundaries of the various parts are shown on the map in figure 1. Beginning in 1961, the annual series of water-supply papers on surface-water supply was changed to a 5-year series. -
Chapter 4: the Hydrologic System of the Middle Rio Grande Basin
Chapter 4: The hydrologic system of the Middle Rio Grande Basin In discussions of the water resources of an area, the hydrologic system is commonly split into two components for convenience: surface water and ground water. However, in the Middle Rio Grande Basin, as in most other locales, the surface- and ground-water systems are intimately linked through a series of complex interactions. These interactions often make it difficult to recognize the boundary between the two systems. In The Rio Grande is the only river I ever this report, the surface- and ground-water systems are described separately, saw that needed irrigation. –attributed to though one of the goals of the report is to show that they are both parts of Will Rogers the hydrologic system of the Middle Rio Grande Basin and that changes in one often affect the other. As defined earlier, in this report “Middle Rio Grande Basin” refers to the geologic basin defined by the extent of deposits of Cenozoic age along the Rio Grande from about Cochiti Dam to about San Acacia. This definition includes nearly the entire ground-water basin; however, the extent of the surface-water basin is delimited topographically by drainage divides and is consequently somewhat larger than the ground-water basin. Surface-water system The most prominent hydrologic feature in the Middle Rio Grande Basin is the Rio Grande, which flows through the entire length of the basin, generally from north to south. The fifth longest river in the United States, its headwaters are in the mountains of southern Colorado. The Rio Grande is the largest river in New Mexico, with a drainage area of 14,900 square miles where it enters the Middle Rio Grande Basin. -
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. -
Sharing the Colorado River and the Rio Grande: Cooperation and Conflict with Mexico
Sharing the Colorado River and the Rio Grande: Cooperation and Conflict with Mexico December 12, 2018 Congressional Research Service https://crsreports.congress.gov R45430 {222A0E69-13A2-4985-84AE-73CC3DFF4D02}-R-065134085251065165027250227152136081055238021128244192097047169070027044111226189083158176100054014174027138098149076081229242065001223143228213208120077243222253018219014073197030033204036098221153115024066109133181160249027233236220178084 SUMMARY R45430 Sharing the Colorado River and the December 12, 2018 Rio Grande: Cooperation and Conflict with Nicole T. Carter Specialist in Natural Mexico Resources Policy The United States and Mexico share the waters of the Colorado River and the Rio Grande. A bilateral water treaty from 1944 (the 1944 Water Treaty) and other binational agreements guide Stephen P. Mulligan how the two governments share the flows of these rivers. The binational International Boundary Legislative Attorney and Water Commission (IBWC) administers these agreements. Since 1944, the IBWC has been the principal venue for addressing river-related disputes between the United States and Mexico. The 1944 Water Treaty authorizes the IBWC to develop rules and to issue proposed decisions, Charles V. Stern called minutes, regarding matters related to the treaty’s execution and interpretation. Specialist in Natural Resources Policy Water Delivery Requirements Established in Binational Agreements. The United States’ and Mexico’s water-delivery obligations derive from multiple treaty sources and vary depending on the body of water. Under the 1944 Water Treaty, the United States is required to provide Mexico with 1.5 million acre-feet (AF) of Colorado River water annually. The 1944 Water Treaty also addresses the nations’ respective rights to waters of the Rio Grande downstream of Fort Quitman, TX. It requires Mexico to deliver to the United States an annual minimum of 350,000 AF of water, measured in five-year cycles (i.e., 1.75 million AF over five years). -
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. -
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). -
Water, Natural Resources, and the Urban Landscape 42 Chapter Two
CHAPTER TWO WATER: A LIMITING FACTOR D E C I S I O N - M A K E R S FIELD CONFERENCE 2009 The Albuquerque Region 40 CHAPTER TWO The diversion dam on the Rio Grande just south of the Alameda bridge. EISEY H DRIEL © A DECISION-MAKERS FIELD GUIDE 2009 WATER: A LIMITING FACTOR 41 Water Supply Limitations in the Albuquerque Area Deborah L. Hathaway, S. S. Papadopulos & Associates, Inc. ater: the limiting factor. Albuquerque residents This water supply is highly variable from year to year Wand their political leaders are familiar with but in part can be stored by the Middle Rio Grande this concept, as are urban planners and developers. Conservancy District (MRGCD) at El Vado Reservoir. Water is a high-profile hurdle that confronts urban Native surface water represented by upstream inflow at development and attracts uncountable legal and the Otowi gage (with adjustment for upstream storage engineering efforts. Legions of attorneys and engineers and imported water) is subject to apportionment under make careers of developing “innovative” schemes the Rio Grande Compact, which caps native surface to surmount the water supply hurdle, and although water inflow available for depletion in New Mexico. these may be time-consuming and expensive, seldom Native surface water comprises the bulk of water used does lack of water impede a strongly motivated and for agriculture in the Albuquerque area and is diverted well-financed development plan. “Finding water” often into MRGCD canals at Angostura. Further north and results in a water transfer, for example, a shift of water south within the Albuquerque Basin, water for irriga- from agricultural to urban uses. -
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. -
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. -
Rio Grande/Bravo Basin
World Environmental and Water Resources Congress 2011: 1924 Bearing Knowledge for Sustainability © ASCE 2011 Risk Analysis of the 1944 Treaty between the United States and Mexico for the Rio Grande/Bravo Basin S. Sandoval-Solis1 and Daene C. McKinney2 1Center for Research in Water Resources, University of Texas at Austin, Austin, TX 78712; PH (512) 471-0071; FAX (512) 471-0072; email: [email protected] 2Center for Research in Water Resources, University of Texas at Austin, Austin, TX 78712; PH (512) 471-5644; FAX (512) 471-0072; email: [email protected] ABSTRACT The treaty of 1944 between United States (U.S.) and Mexico defines the water allocation of both countries for the Colorado, Tijuana and Rio Grande/Bravo rivers. This paper focuses its attention in the treaty obligations of water delivery from Mexico to the US in the Rio Grande/Bravo basin. For this basin, the treaty specifies a primary division of six tributaries originating in Mexico as one-third to the U.S. and two-thirds to Mexico. The third shall not be less than 431.721 million m3/year as an average over cycles of 5 consecutive years. Two international dams, Amistad and Falcon, are used to store and manage the water for both countries and each country has its own storage account in each reservoir. The treaty cycles can expire in less than five years if the account of U.S. storage in both dams is filled with water. Before the signature of the treaty, an analysis of the six tributaries outflow was done in order to evaluate the treaty obligations.