Rio Grande Compact

Total Page:16

File Type:pdf, Size:1020Kb

Rio Grande Compact An Overview: Upper Rio Grande Water Management and the Rio Grande Compact 09/19/06 Rolf Schmidt-Petersen NMISC Rio Grande Basin Manager Rio Grande Water Management Agencies/Entities • U.S. Bureau Of Reclamation • U.S. Army Corps of Engineers • U.S. Bureau of Indian Affairs • International Boundary & Water Commission • New Mexico Office of the State Engineer • New Mexico Interstate Stream Commission • State of Colorado DWR • Rio Grande Compact Commission • Pueblo’s and Tribe’s • Conservancy and Irrigation districts • Acequias • Cities, counties, mutual domestic water associations • Flood control authorities The Upper Rio Grande Basin Platoro Dam Rio Chama below Abiquiu Dam Cochiti Dam San Acacia Diversion Dam San Marcial Railroad Bridge Elephant Butte Dam and Reservoir Generalized History • Late 1800’s – Drought and Increased Irrigation Diversion in Colorado • 1896 – Federal Embargo on Water Development • 1906 – Treaty of 1906 • 1916 – Elephant Butte Reservoir Operational • 1925 – Federal Water Development Embargo Lifted • Late 1920’s – Middle Rio Grande Conservancy District – Construct the MRGCD diversion dams, canals, drains, and El Vado Reservoir • 1929 – Interim Rio Grande Compact – Sets limits on depletions of water Generalized History (Continued) • 1935 – El Vado Reservoir Completed – Supreme Court Lawsuit by Texas • 1938 – Rio Grande Compact Signed, – Supreme Court Lawsuit dismissed The Rio Grande Compact • Signed in 1938 in Santa Fe following those four decades of controversy to: – Effect an equitable apportionment of the waters of the Rio Grande above Ft. Quitman, Texas – Remove all causes of present and future controversy – Promote interstate comity The Rio Grande Compact • The Compact apportions the waters of the Upper Rio Grande Basin amongst the three States • The Compact does not affect the obligations of the United States to Indian Tribes or impair their Rights • San Juan-Chama Project Water is not subject to Compact apportionment The Rio Grande Compact - Colorado • Colorado is Required to Deliver Water to New Mexico at the Stateline The Rio Grande Compact - Colorado The Rio Grande Compact - Colorado COLORADO ANNUAL COMPACT ALLOCATION - RIO GRANDE 1400 1200 a 1000 In above average year, flow in excess of 560,000 acre feet must be delivered to New Mexico. 800 Colorado Delivery Obligation to New Mexico 600 400 ANNUAL COMPACT ALLOCATION (1000 (1000 ALLOCATION COMPACT ANNUAL Available for Depletion in Colorado 200 0 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 ANNUAL FLOW AT DEL NORTE (1000 af) The Rio Grande Compact - Colorado COLORADO ANNUAL COMPACT ALLOCATION - CONEJOS RIVER 700 600 a In above average year, flow in excess of 224,000 acre feet must be delivered to Rio Grande. 1000 500 400 Delivery Obligation to Rio Grande 300 200 ANNUAL COMPACT ALLOCATION ( ALLOCATION COMPACT ANNUAL Available for Depletion 100 0 0 100 200 300 400 500 600 700 ANNUAL CONEJOS RIVER INDEX SUPPLY (1000 af) The Rio Grande Compact – New Mexico • New Mexico is Required to Deliver a Portion of the Flow at Otowi Bridge to Texas at Elephant Butte Reservoir – An explicit Middle Rio Grande allocation • If depletions change between the Stateline with Colorado and Otowi Bridge, modify Middle Rio Grande allocation The Upper Rio Grande Basin Otowi Gage Elephant Butte Dam Middle Rio Grande Compact Allocation and Obligation ANNUAL COMPACT ALLOCATION CHART 3000 2800 2600 2400 In above average year flow in excess of 405,000 2200 acre-feet must be passed below Elephant Butte 2000 Reservoir 1800 1600 1400 1200 1000 New Mexico Delivery Obligation to below Elephant Butte Dam 800 600 ANNUAL COMANNUAL PACT ALLOCATION (1000 acre-feet) 400 200 Available for Depletion above Elephant Butte Dam in New Mexico 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 ANNUAL INFLOW AT OTOWI (Otowi Index Supply, 1000 acre-feet) The Rio Grande Compact - Texas • From Elephant Butte Reservoir to Fort Quitman, Texas – 57% of the Rio Grande Project Supply delivered to New Mexican’s The Rio Grande Project Compact Storage Restrictions • If We Accrue Debits to Texas: – Water Must be Retained in Storage in Post- 1929 reservoirs to the extent of the debits and cannot be used • If Usable Storage in Rio Grande Project Reservoirs is low: – cannot increase the amount of native water stored in post-1929 reservoirs • An accepted Relinquishment allows for some upstream storage Credit, Debit, and Spills • Colorado and New Mexico Credit Water is held in Elephant Butte Reservoir • Colorado may accrue up to 100,000 acre-feet of debit • New Mexico may accrue up to 200,000 acre-feet of debit • Spills from Elephant Butte Reservoir eliminate credits and debits Generalized History (Continued) • 1941 – Severe Flooding north of Elephant Butte Reservoir • 1948 & 1950 Flood Control Acts – Jemez Canyon, Abiquiu, Galisteo, and Cochiti dams – Rehabilitation of the MRGCD • 1950’s – Severe Drought • Late 1950’s – Additional Supreme Court Compact Litigation • Late 1960’s – San Juan-Chama Project – Diversions from San Juan Basin to Heron Reservoir Rio Grande Floodway in 1952 Looking downstream from south boundary of Bosque del Apache (courtesy of Reclamation) The Middle Rio Grande Project –Flood Control Reservoirs The Middle Rio Grande Project – Rehabilitate the MRG The San Juan-Chama Project – Import Water to Rio Grande Source: SSPA, July 2000 Water Supply Study of the Middle Rio Grande New Mexico’s Compact Compliance Rio Grande Compact Cumulative Delivery Departure 1940 - 2006 300 200 100 0 -100 -200 2006 Credit = 37,100 AF -300 -400 Departure in Thousands of AF of Thousands in Departure -500 -600 1940 1950 1960 1970 1980 1990 2000 Time (Calendar Years) Variable and Limited Surface Water Supply Content (AF) 120,000 150,000 180,000 210,000 30,000 60,000 90,000 0 Jan-35 Jan-38 Jan-41 ReservoirEl Vado - Historical Storage End of Levels Month Jan-44 Jan-47 Jan-50 Jan-53 Jan-56 Jan-59 Jan-62 Jan-65 Jan-68 Jan-71 Jan-74 Jan-77 Jan-80 Jan-83 Jan-86 Jan-89 Jan-92 Jan-95 Jan-98 Jan-01 Hydrologic Reality at Albuquerque 400 350 300 250 200 150 100 No. of Days At or Below 10 CFS 50 0 1941 N ote: Period of Record is from 1941 - Present. USGS1943 Gage No. 08330000 1945 1947 1949 1951 1953 1955 1957 1959 1961 1963 1965 Rio Grande at Albuquerque,1967 NM 1969 1971 1973 Year 1975 1977 1979 1981 1983 1985 1987 1989 1991 1993 1995 1997 1999 2001 RIO GRANDE PROJECT STORAGE 2,500,000 Maximum Available Storage Capacity 2,000,000 1,500,000 ACRE-FEET 1,000,000 500,000 0 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 Note: Storage values as of Jan 1 each year. Elephant Butte and Caballo Reservoirs included in analysis. Value for Jan 1, 2005 is estimated Some NMISC Rio Grande Basin Bureau Work • Efforts to Balance/Increase Supply – River Maintenance with Reclamation – Elephant Butte Pilot Channel – Daily River Management – Compact Oversight – Hydrologic Investigations and Research • Addressing Federal Natural Resource Issues –NEPA – ESA Collaborative Program – Litigation • Addressing the Texas Litigation Threat.
Recommended publications
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • Middle Rio Grande Project, New Mexico,” Vol
    Middle Rio Grande Project Andrew H. Gahan Historic Reclamation Projects Bureau of Reclamation May 2013 Table of Content Table of Content .............................................................................................................................. i Middle Rio Grande Project ............................................................................................................. 1 Introduction ................................................................................................................................. 1 Project Location .......................................................................................................................... 1 Historic Setting ............................................................................................................................ 2 Project Authorization .................................................................................................................. 8 Project Construction .................................................................................................................. 12 Post Construction ...................................................................................................................... 17 Use of Project Water ................................................................................................................. 19 Conclusion ................................................................................................................................. 23 Bibliography ................................................................................................................................
    [Show full text]
  • Rio Grande Silvery Minnow Recovery Plan
    RIO GRANDE SILVERY MINNOW RECOVERY PLAN DRAFT DR AFT RIO GRANDE SILVERY MINNOW (Hybognathus amarus) RECOVERY PLAN Region 2 U.S. Fish and Wildlife Service Albuquerque, New Mexico Approved: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Regional Director, U. S. Fish and Wildlife Service Date: DR AFT Disclaimer/Literature Citation Recovery plans delineate reasonable actions believed to be required to recover and/or protect listed species. Plans published by the U. S. Fish and Wildlife Service or National Marine Fisheries Service, are sometimes prepared with the assistance of recovery teams, contractors, State agencies, and other affected and interested parties. Recovery teams serve as independent advisors to the Services. Plans are reviewed by the public and submitted to additional peer review before they are adopted by the Services. Objectives of the plan will be attained and any necessary funds made available subject to budgetary and other constraints affecting the parties involved, as well as the need to address other priorities. Recovery plans do not obligate other parties to undertake specific tasks and may not represent the views nor the official positions or approval of any individuals or agencies involved in the plan formulation, other than the U. S. Fish and Wildlife Service/National Marine Fisheries Service. They represent the official position of the-National Marine Fisheries Service/U.S. Fish and Wildlife Service only after they have been signed by the Assistant Administrator/ Regional Director or Director as approved. Approved recovery plans are subject to modification as dictated by new findings, changes in species status, and the completion of recovery tasks. By approving this document, the Director/Regional Director/Assistant Administrator certifies that the data used in its development represents the best scientific and commercial data available at the time it was written.
    [Show full text]
  • 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.
    [Show full text]
  • 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 ...............................................................................................................................
    [Show full text]
  • Rio Grande Compact Commission Report of 2015
    REPORT of the RIO GRANDE COMPACT COMMISSION 20042015 TO THE GOVERNORS OF Colorado, New Mexico and Texas CONTENTS Seventy-Seventh Annual Report to the Governors ...................................................................................... 1 Report of the Engineer Advisers ................................................................................................................... 2 Colorado Addendum to the Engineer Advisers’ Report .............................................................................. 23 New Mexico Addendum to the Engineer Advisers’ Report ........................................................................ 25 Texas Addendum to the Engineer Advisers’ Report ................................................................................... 37 Accounting Tables ....................................................................................................................................... 39 Method-1 ................................................................................................................................................ 39 Method-2 ................................................................................................................................................ 42 Cost of Operations and Budget ................................................................................................................... 45 July 1, 2016 Cooperative Agreement for Investigation of Water Resources .............................................. 46 Schedule for Review and
    [Show full text]
  • CHANNEL CHANGES and MAINTENANCE on the SAN ACACIA REACH of the MIDDLE RIO GRANDE Robert Padilla, River Analysis Group Leader, Al
    2nd Joint Federal Interagency Conference, Las Vegas, NV, June 27 - July 1, 2010 CHANNEL CHANGES AND MAINTENANCE ON THE SAN ACACIA REACH OF THE MIDDLE RIO GRANDE Robert Padilla, River Analysis Group Leader, Albuquerque Area Office, U.S. Bureau of Reclamation, 555 Broadway NE, Albuquerque, New Mexico, 87102, 505-462-3626, [email protected]; and Drew C. Baird, Hydraulic Engineer, Technical Service Center, U.S. Bureau of Reclamation, PO Box 25007, Denver, Colorado 80225, 303-445-2564, [email protected] Abstract The reach of the Rio Grande from San Acacia Diversion Dam downstream to the Narrows of Elephant Butte Reservoir, a distance of about 70 miles, has changed significantly through recorded history from the early 1900’s to the present. Many significant changes occurred during the period from the 1980’s to 2008. Because of high water years beginning in 1979, Elephant Butte Reservoir filled to capacity in 1985. This led to delta sediments being deposited (aggradation) in the channel for a distance of about 40 miles upstream of the full reservoir pool location. Aggradation at the USGS San Marcial Gage amounted to about 15 ft during this period. The river channel and riparian zone in many reaches is perched above the valley floor. During this same period, the reach from San Acacia Diversion Dam downstream for about 12-13 miles has experienced bed lowering (degradation). Maximum degradation or bed lowering has been about 12 ft. Bed level profiles, discharge, peak flows, reservoir contents, and river bed elevations at the San Marcial Gage and in the river near San Acacia are shown to illustrate these changes.
    [Show full text]
  • 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 ...............................................................................................................
    [Show full text]
  • Climate Impact Assessment - Appendix - a Upper Rio Grande System and Operations
    University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 12-2013 Climate Impact Assessment - Appendix - A Upper Rio Grande System and Operations U.S. Department of the Interior, Bureau of Reclamation Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation U.S. Department of the Interior, Bureau of Reclamation. "Climate Impact Assessment - Appendix - A Upper Rio Grande System and Operations." (2013). https://digitalrepository.unm.edu/uc_rio_chama/84 This Other 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]. Appendix A Upper Rio Grande System and Operations U.S. Department of the Interior Bureau of Reclamation Upper Colorado Region Albuquerque Area Office December 2013 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. 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. The U.S. Army Corps of Engineers Mission is to deliver vital public and military engineering services; partnering in peace and war to strengthen our Nation’s security, energize the economy and reduce risks from disasters. Sandia Laboratory Climate Security program works to understand and prepare the nation for the national security implications of climate change.
    [Show full text]