Final Report

Total Page:16

File Type:pdf, Size:1020Kb

Final Report A DYNAMIC STATEWIDE WATER BUDGET FOR NEW MEXICO: Phase I - MAJOR RIVER BASINS Ken Peterson, Water Resources Research Institute Jesse Roach, Tetra Tech Inc. Bruce Thompson, University of New Mexico DRAFT TECHNICAL COMPLETION REPORT INDEX NUMBER 124273 June 2015 New Mexico Water Resources Research Institute In cooperation with Tetra Tech Inc. and University of New Mexico Contents List of Figures ................................................................................................................................................ 6 List of Tables ................................................................................................................................................. 8 List of Acronyms .......................................................................................................................................... 10 Disclaimer.................................................................................................................................................... 11 1 Dynamic Statewide Water Budget Framework .................................................................................. 12 2 Stocks (Stored Water) ......................................................................................................................... 16 2.1 Land Surface ................................................................................................................................ 16 2.2 Surface Water ............................................................................................................................. 16 2.3 Human Storage and Distribution System .................................................................................... 16 2.4 Groundwater Storage ................................................................................................................. 16 3 Inflows ................................................................................................................................................. 18 3.1 Precipitation ................................................................................................................................ 18 3.2 Surface Water Inflows ................................................................................................................. 19 3.3 Groundwater Inflows .................................................................................................................. 19 4 Water Movement between Stocks ..................................................................................................... 20 4.1 Runoff .......................................................................................................................................... 20 4.2 Recharge ..................................................................................................................................... 22 4.3 Surface Water Groundwater Interactions .................................................................................. 23 4.4 Human Diversions and Returns................................................................................................... 23 4.4.1 Human Population Model ................................................................................................... 23 4.4.2 Water Use Data ................................................................................................................... 26 4.4.3 Municipal and Self Supplied Domestic ................................................................................ 28 4.4.4 Irrigated Agriculture ............................................................................................................ 33 4.4.5 Livestock .............................................................................................................................. 33 4.4.6 Mining and Power ............................................................................................................... 34 4.4.7 Commercial and Industrial .................................................................................................. 34 4.4.8 Reservoir Evaporation ......................................................................................................... 35 4.4.9 Groundwater and Surface Water Returns .......................................................................... 35 4.4.10 Gaged surface water returns .............................................................................................. 35 4.4.11 Downscaling Data to County and Water Planning Regions Levels ..................................... 36 5 Outflows .............................................................................................................................................. 37 2 5.1 Evapotranspiration ...................................................................................................................... 37 5.1.1 Methods for Estimating ET .................................................................................................. 37 5.1.2 Irrigation Season Length ..................................................................................................... 39 5.1.4 Effective Precipitation ......................................................................................................... 43 5.1.5 Irrigated Area ...................................................................................................................... 45 5.1.6 Riparian Area and Spatial Transformations of Ag Area from Remotely Sensed Data ........ 48 5.2 Water Budget ET Terms .............................................................................................................. 50 5.2.1 Land Surface Evapotranspiration ........................................................................................ 50 5.2.2 Surface Water Evaporation ................................................................................................. 51 5.2.3 Human consumption ........................................................................................................... 51 5.2.4 Human Returns ................................................................................................................... 51 5.2.5 Groundwater ET .................................................................................................................. 51 5.3 Surface Water outflows .............................................................................................................. 52 5.4 Groundwater Outflows ............................................................................................................... 52 6 River Basins ......................................................................................................................................... 53 6.1 San Juan River Basin .................................................................................................................... 53 6.1.1 Surface water inflows/outflows in the San Juan River basin .............................................. 53 6.1.2 Runoff .................................................................................................................................. 56 6.1.3 Surface Water Groundwater Interactions .......................................................................... 56 6.1.4 Groundwater ....................................................................................................................... 56 6.1.5 ET ......................................................................................................................................... 56 6.1.6 Human Storage - Navajo Reservoir ..................................................................................... 58 6.1.7 Discussion ............................................................................................................................ 59 6.2 Pecos River Basin ........................................................................................................................ 61 6.2.1 Surface Water Inflows/Outflows in the Pecos River Basin ................................................. 61 6.2.2 Runoff .................................................................................................................................. 61 6.2.3 Surface Water Groundwater Interactions .......................................................................... 61 6.2.4 Groundwater ....................................................................................................................... 66 6.2.5 ET ......................................................................................................................................... 66 6.2.6 Human Storage Pecos River Basin Reservoirs ..................................................................... 68 6.2.7 Discussion ............................................................................................................................ 72 6.3 Canadian River Basin ................................................................................................................... 74 3 6.3.1 Surface Water Inflows/Outflows in the Canadian River basin ............................................ 74 6.3.2 Runoff .................................................................................................................................. 74 6.3.3 Surface Water Groundwater Interactions .......................................................................... 74 6.3.4 GW .....................................................................................................................................
Recommended publications
  • Hydraulic Modeling Analysis of the Middle Rio Grande River from Cochiti Dam to Galisteo Creek, New Mexico
    THESIS HYDRAULIC MODELING ANALYSIS OF THE MIDDLE RIO GRANDE RIVER FROM COCHITI DAM TO GALISTEO CREEK, NEW MEXICO Submitted by Susan J. Novak Department of Civil Engineering In partial fulfillment of the requirements For the degree of Master of Science Colorado State University Fort Collins, Colorado Spring 2006 COLORADO STATE UNIVERSITY October 24, 2005 WE HEREBY RECOMMEND THAT THE THESIS PREPARED UNDER OUR SUPERVISION BY SUSAN JOY NOVAK ENTITLED HYDRAULIC MODELING ANALYSIS OF THE MIDDLE RIO GRANDE RIVER FROM COCHITI DAM TO GALISTEO CREEK, NEW MEXICO BE ACCEPTED AS FULFILLING IN PART REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE. Committee on Graduate Work ______________________________________________ ______________________________________________ ______________________________________________ Adviser ______________________________________________ Department Head ii AB ST R A CT O F TH E SI S HYDRAULIC MODELING ANALYSIS OF THE MIDDLE RIO GRANDE FROM COCHITI DAM TO GALISTEO CREEK, NEW MEXICO Sedimentation problems with the Middle Rio Grande have made it a subject of study for several decades for many government agencies involved in its management and maintenance. Since severe bed aggradation in the river began in the late 1800’s, causing severe flooding and destroying farmland, several programs have been developed to restore the river while maintaining water quantity and quality for use downstream. Channelization works, levees, and dams were built in the early 1900’s to reduce flooding, to control sediment concentrations in the river and to promote degradation of the bed. Cochiti Dam, which began operation in 1973, was constructed primarily for flood control and sediment detention. The implementation of these channel structures also had negative effects, including the deterioration of the critical habitats of some endangered species.
    [Show full text]
  • 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.
    [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]
  • 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.
    [Show full text]
  • 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 ..................................................................................................................
    [Show full text]
  • Evaluation of Hydrologic Alteration and Opportunities for Environmental Flow Management in New Mexico
    Evaluation of Hydrologic Alteration and Opportunities for Environmental Flow Management in New Mexico October 2011 Photo: Elephant Butte Dam, Rio Grande, New Mexico; Prepared by The Cadmus Group, Inc. Courtesy U.S. Bureau of Reclamation U.S. EPA Contract Number EP-C-08-002 i Table of Contents Executive Summary ............................................................................................................................................................ 1 1. Introduction ................................................................................................................................................................ 3 2. Hydrologic Alteration Analysis Study Design ....................................................................................................... 5 What Sites Are Assessed? ............................................................................................................................. 5 What Drives Hydrologic Alteration? ........................................................................................................ 11 How Is Hydrologic Alteration Assessed?................................................................................................. 16 3. Results of Hydrologic Alteration Analysis ........................................................................................................... 19 Alteration of High Flow Events ................................................................................................................ 19 Alteration of Low Flow
    [Show full text]
  • 20.6.4 Nmac 1 Title 20 Environmental Protection
    TITLE 20 ENVIRONMENTAL PROTECTION CHAPTER 6 WATER QUALITY PART 4 STANDARDS FOR INTERSTATE AND INTRASTATE SURFACE WATERS 20.6.4.1 ISSUING AGENCY: Water Quality Control commission. [20.6.4.1 NMAC - Rp 20 NMAC 6.1.1001, 10-12-00] 20.6.4.2 SCOPE: Except as otherwise provided by statute or regulation of the water quality control commission, this part governs all surface waters of the state of New Mexico, which are subject to the New Mexico Water Quality Act, Sections 74-6-1 through 74-6-17 NMSA 1978. [20.6.4.2 NMAC - Rp 20 NMAC 6.1.1002, 10-12-00; A, 05-23-05] 20.6.4.3 STATUTORY AUTHORITY: This part is adopted by the water quality control commission pursuant to Subsection C of Section 74-6-4 NMSA 1978. [20.6.4.3 NMAC - Rp 20 NMAC 6.1.1003, 10-12-00] 20.6.4.4 DURATION: Permanent. [20.6.4.4 NMAC - Rp 20 NMAC 6.1.1004, 10-12-00] 20.6.4.5 EFFECTIVE DATE: October 12, 2000, unless a later date is indicated in the history note at the end of a section. [20.6.4.5 NMAC - Rp 20 NMAC 6.1.1005, 10-12-00] 20.6.4.6 OBJECTIVE: A. The purpose of this part is to establish water quality standards that consist of the designated use or uses of surface waters of the state, the water quality criteria necessary to protect the use or uses and an antidegradation policy. B. The state of New Mexico is required under the New Mexico Water Quality Act (Subsection C of Section 74-6-4 NMSA 1978) and the federal Clean Water Act, as amended (33 U.S.C.
    [Show full text]
  • 143 Rio Grande Basin 08328500 Jemez Canyon Reservoir
    RIO GRANDE BASIN 143 08328500 JEMEZ CANYON RESERVOIR NEAR BERNALILLO, NM ° ° 1 1 LOCATION.--Lat 35 23'40", long 106 32'50", in SW ⁄4 SW ⁄4 sec.32, T.14 N., R.4 E., Sandoval County, Hydrologic Unit 13020202, at corner of outlet works control tower of Jemez Canyon Dam on Jemez River, 2.8 mi upstream from mouth, and 6.0 mi north of Bernalillo. DRAINAGE AREA.--l,034 mi2. PERIOD OF RECORD.--October 1953 to September 1965 (monthend contents only), October 1965 to current year. GAGE.--Water-stage recorder. Datum of gage is National Geodetic Vertical Datum of 1929 (levels by U.S. Army Corps of Engineers). REMARKS.--Reservoir is formed by earthfill dam, completed Oct. 19, 1953. Capacity, 172,800 acre-ft, from capacity table adapted Jan. 1, 1999, between elevations 5,125.0 ft, sill of outlet gates, and 5,252.3 ft, operating deck of spillway. Maximum controlled capacity, 102,700 acre-ft at elevation 5,232.0 ft (floor of spillway, which is located about 0.8 mi south of dam). Capacity by original survey was 189,100 acre-ft. Original plan for reservoir operation was to desilt all flow above 30 ft3/s by storage for one day before releasing to Rio Grande, and for possible detention during flood stage on Rio Grande. U.S. Army Corps of Engineers satellite telemetry at station. COOPERATION.--Records provided by U.S. Army Corps of Engineers. EXTREMES FOR PERIOD OF RECORD.--Maximum contents, 72,110 acre-ft, June 1, 1987, elevation, 5,220.24 ft; no storage most of time prior to Mar.
    [Show full text]
  • January 17, 2020 Christopher M
    FILED United States Court of Appeals Tenth Circuit PUBLISH January 17, 2020 Christopher M. Wolpert UNITED STATES COURT OF APPEALS Clerk of Court TENTH CIRCUIT WILDEARTH GUARDIANS, Plaintiff - Appellant, v. No. 18-2153 UNITED STATES ARMY CORPS OF ENGINEERS, Defendant - Appellee, and MIDDLE RIO GRANDE CONSERVANCY DISTRICT, Intervenor Defendant - Appellee. APPEAL FROM THE UNITED STATES DISTRICT COURT FOR THE DISTRICT OF NEW MEXICO (D.C. NO. 1:14-CV-00666-RB-SCY) Samantha Ruscavage-Barz (Steven Sugarman, Cerillos, New Mexico, with her on the briefs), WildEarth Guardians, Santa Fe, New Mexico, for Appellant. Michael T. Gray, Attorney (Jeffrey Bossert Clark, Assistant Attorney General, Eric Grant, Deputy Assistant Attorney General, Robert J. Lundman and Andrew A Smith, Attorneys, Environment and Natural Resources Division, and Melanie Casner, M. Leeann Summer and Elizabeth Pitrolo, Attorneys, United States Army Corps of Engineers, with him on the brief), Environment and Natural Resources Division, United States Department of Justice, Jacksonville, Florida, for Appellee. Before TYMKOVICH, Chief Judge, PHILLIPS, and McHUGH, Circuit Judges. TYMKOVICH, Chief Judge. This is yet another episode in the story over the Rio Grande. In the arid southwest, the Rio Grande is one of only a handful of rivers that create crucial habitat for plants, animals, and humans. And it is a fact of life that not enough water exists to meet the competing needs. Recognizing these multiple uses, Congress has authorized the Bureau of Reclamation and the Army Corps of Engineers to maintain a balance between the personal, commercial, and agricultural needs of the people in New Mexico’s Middle Rio Grande Valley and the competing needs of the plants and animals.
    [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]
  • Third Report Water and Natural Resources Committee Mid-Rio
    Third Report to the Water and Natural Resources Committee from the Mid-Rio Grande Levee Task Force October 11, 2011 This report was prepared by the Mid-Rio Grande Levee Task Force, under the direction of the Middle Rio Grande Conservancy District in cooperation with the Mid-Region Council of Governments of New Mexico and the Albuquerque District Office of the U.S. Army Corps of Engineers. This is the third report submitted in response to Senate Memorial 18, passed and signed at the 2009 Regular Session of the New Mexico Legislature. THIRD REPORT TO THE WATER AND NATURAL RESOURCES COMMITTEE from the MID-RIO GRANDE LEVEE TASK FORCE OCTOBER 2011 This report provides information to update the members of the Water and Natural Resources Committee concerning the activities of the Mid-Rio Grande Levee Task Force and the various projects to bring the levees into compliance with federal regulations and design standards. Preceding reports have evaluated the condition of the existing levee system, reviewed ongoing design and construction projects, and presented general findings and recommendations of the Levee Task Force. This report provides the members of the Committee with information regarding the costs and cost sharing requirements for the construction of the San Acacia to Bosque del Apache Levee System, which is scheduled to begin construction in September 2012. Other significant projects consist of levee reconstruction in Bernalillo and Valencia Counties including the Albuquerque levees, the Corrales reach, the Montano Bridge gap, and the levees protecting the riverside communities of Valencia County. Background In response to N.M. Senate Memorial 18 (SM18), passed by a unanimous vote of the New Mexico State Senate on March 3rd during the 2009 Regular Session of the State Legislature, a Mid-Rio Grande Levee Task Force (LTF) was established with representation from all the governmental jurisdictions and agencies within the middle Rio Grande valley from Cochiti Dam to Bosque del Apache in Socorro County.
    [Show full text]
  • Surface Water Management: Working Within the Legal Framework
    University of New Mexico UNM Digital Repository Law of the Rio Chama The Utton Transboundary Resources Center 2007 Surface Water Management: Working Within the Legal Framework Kevin G. Flanigan Follow this and additional works at: https://digitalrepository.unm.edu/uc_rio_chama Recommended Citation Flanigan, Kevin G.. "Surface Water Management: Working Within the Legal Framework." (2007). https://digitalrepository.unm.edu/uc_rio_chama/39 This Article 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]. KEVIN G. FLANIGAN* Surface Water Management: Working ** Within the Legal Framework There are six major reservoirs in New Mexico upstream of the Middle Rio Grande. This article provides some background on how those reservoirs are operated within the current legal framework and how those operations meet various purposes and needs within the Middle Rio Grande. Between the Colorado-New Mexico state line on the north and Elephant Butte Reservoir on the south, four major tributaries join the Rio Grande, including the Rio Chama, the Jemez River, the Rio Salado, and the Rio Puerco. The Rio Chama is the primary tributary, heading in the San Juan Mountains of southwest Colorado and joining the Rio Grande just north of Espaftola. Other significant tributaries include the Red River, Rio Pueblo de Taos, Embudo Creek, and Galisteo Creek flowing out of the Sangre de Cristo Mountains; the Jemez River flowing out of the Jemez Mountains; and the Rio Salado and Rio Puerco, which join the Rio Grande just above San Acacia.
    [Show full text]