Water Shaped Arizona's Past
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CENTRAL ARIZONA SALINITY STUDY --- PHASE I Technical Appendix C HYDROLOGIC REPORT on the PHOENIX
CENTRAL ARIZONA SALINITY STUDY --- PHASE I Technical Appendix C HYDROLOGIC REPORT ON THE PHOENIX AMA Prepared for: United States Department of Interior Bureau of Reclamation Prepared by: Brown and Caldwell 201 East Washington Street, Suite 500 Phoenix, Arizona 85004 Brown and Caldwell Project No. 23481.001 C-1 TABLE OF CONTENTS PAGE TABLE OF CONTENTS ................................................................................................................ 2 LIST OF TABLES .......................................................................................................................... 3 LIST OF FIGURES ........................................................................................................................ 3 1.0 INTRODUCTION .............................................................................................................. 4 2.0 PHYSICAL SETTING ....................................................................................................... 5 3.0 GENERALIZED GEOLOGY ............................................................................................ 6 3.1 BEDROCK GEOLOGY ......................................................................................... 6 3.2 BASIN GEOLOGY ................................................................................................ 6 4.0 HYDROGEOLOGIC CONDITIONS ................................................................................ 9 4.1 GROUNDWATER OCCURRENCE .................................................................... -
Theodore Roosevelt Reservoir 1995 Sedimentation Survey
THEODORE ROOSEVELT RESERVOIR 1995 SEDIMENTATION SURVEY 1.FOkTF1Ep02. RESOiJ U.S. Department of the Interior Bureau of Reclamation ERRATA Theodore Roosevelt Reservoir 1995 Sedimentation Survey Page 10, Table 1, item 9: This should read 2,100 feet rather than 2214. Page 12, Table 1, item 47,footnote 1: Modifications to Roosevelt Dam completed in 1995 raised the dam elevation and lowered the spillway sill elevation. The original dam elevation was 2142 and the spiliway elevation (top of radial gates) was 2136. Page 13. Table 2, ,foolnole 7: Computed sediment expressed as a percentage of total computed sediment (182,185 acre-feet). REPORT DOCUMENTATION PAGE FormApproved J 0MB No. 0704-0188 Pubhc reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the cotlection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suit 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paper-work Reduction Report (0704-0188), Washington DC 20503. 1. AGENCY USE ONLY (Leave Blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED May 1996 Final 4. TITLE AND SUBTiTLE 5. FUNDING NUMBERS Theodore Roosevelt Reservoir 1995 Sedimentation Survey PR 6. AUTHOR(S) Joe Lyons and Lori Lest 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION Bureau of Reclamation REPORT NUMBER Technical Service Center Denver CO 80225 9. -
The Central Arizona Project
University of Colorado Law School Colorado Law Scholarly Commons New Sources of Water for Energy Development and Growth: Interbasin Transfers: A Short 1982 Course (Summer Conference, June 7-10) 6-9-1982 The Central Arizona Project Jon Kyl Follow this and additional works at: https://scholar.law.colorado.edu/new-sources-of-water-for-energy- development-and-growth-interbasin-transfers Part of the Agriculture Law Commons, Animal Law Commons, Aquaculture and Fisheries Commons, Biodiversity Commons, Contracts Commons, Energy and Utilities Law Commons, Environmental Law Commons, Hydrology Commons, Law and Economics Commons, Legal History Commons, Legislation Commons, Natural Resource Economics Commons, Natural Resources and Conservation Commons, Natural Resources Law Commons, Natural Resources Management and Policy Commons, Oil, Gas, and Mineral Law Commons, Property Law and Real Estate Commons, State and Local Government Law Commons, Transportation Law Commons, Water Law Commons, and the Water Resource Management Commons Citation Information Kyl, Jon, "The Central Arizona Project" (1982). New Sources of Water for Energy Development and Growth: Interbasin Transfers: A Short Course (Summer Conference, June 7-10). https://scholar.law.colorado.edu/new-sources-of-water-for-energy-development-and-growth-interbasin- transfers/21 Reproduced with permission of the Getches-Wilkinson Center for Natural Resources, Energy, and the Environment (formerly the Natural Resources Law Center) at the University of Colorado Law School. Jon Kyl, The Central Arizona Project, in NEW SOURCES OF WATER FOR ENERGY DEVELOPMENT AND GROWTH: INTERBASIN TRANSFERS (Natural Res. Law Ctr., Univ. of Colo. Sch. of Law 1982). Reproduced with permission of the Getches-Wilkinson Center for Natural Resources, Energy, and the Environment (formerly the Natural Resources Law Center) at the University of Colorado Law School. -
The Salt River – by Elly – Summer 2016
The Salt River – by Elly – Summer 2016 After living in Arizona for many years, I only recently discovered the pleasure of kayaking and tubing. So far, I have been on the river below Saguaro Lake, on Saguaro Lake, and on Canyon Lake; the other two lakes created in the Salt River, Apache and Roosevelt Lakes, (hopefully) remain to be explored. The Rio Salado, or Salt River, was dammed between the early 1900s and 1930s to provide water and electricity to the Phoenix area, and later served recreational needs. The first dam to be constructed was Roosevelt so my description goes from the `younger’ to the `older’ lakes. Some of my information on the river comes from here. The Four Lakes of the Salt River, from left to right: Saguaro, Canyon, Apache, and Roosevelt The Salt River flows into the Gila River to the West of Phoenix and the Gila contributes to the Colorado, near Yuma, in the Southwest of Arizona. This river is supposed to end in the Gulf of California but rarely has enough water (see here). The ecological impact of dams has been huge. Edward Abbey and others are famous for having suggested Monkey Wrenches to sabotage the plans for the dams in the West. There is always talk of restoring the natural flow in the river; see here. Apart from the ecological impact on bird populations, salinization, and silting, the politics behind dams is ugly. The 1972 Damming the West details the lobbying of the Bureau of Reclamation to keep new projects going even though there was no (agricultural) need for them. -
Hydroelectric Power -- What Is It? It=S a Form of Energy … a Renewable Resource
INTRODUCTION Hydroelectric Power -- what is it? It=s a form of energy … a renewable resource. Hydropower provides about 96 percent of the renewable energy in the United States. Other renewable resources include geothermal, wave power, tidal power, wind power, and solar power. Hydroelectric powerplants do not use up resources to create electricity nor do they pollute the air, land, or water, as other powerplants may. Hydroelectric power has played an important part in the development of this Nation's electric power industry. Both small and large hydroelectric power developments were instrumental in the early expansion of the electric power industry. Hydroelectric power comes from flowing water … winter and spring runoff from mountain streams and clear lakes. Water, when it is falling by the force of gravity, can be used to turn turbines and generators that produce electricity. Hydroelectric power is important to our Nation. Growing populations and modern technologies require vast amounts of electricity for creating, building, and expanding. In the 1920's, hydroelectric plants supplied as much as 40 percent of the electric energy produced. Although the amount of energy produced by this means has steadily increased, the amount produced by other types of powerplants has increased at a faster rate and hydroelectric power presently supplies about 10 percent of the electrical generating capacity of the United States. Hydropower is an essential contributor in the national power grid because of its ability to respond quickly to rapidly varying loads or system disturbances, which base load plants with steam systems powered by combustion or nuclear processes cannot accommodate. Reclamation=s 58 powerplants throughout the Western United States produce an average of 42 billion kWh (kilowatt-hours) per year, enough to meet the residential needs of more than 14 million people. -
Management of the Colorado River: Water Allocations, Drought, and the Federal Role
Management of the Colorado River: Water Allocations, Drought, and the Federal Role Updated March 21, 2019 Congressional Research Service https://crsreports.congress.gov R45546 SUMMARY R45546 Management of the Colorado River: Water March 21, 2019 Allocation, Drought, and the Federal Role Charles V. Stern The Colorado River Basin covers more than 246,000 square miles in seven U.S. states Specialist in Natural (Wyoming, Colorado, Utah, New Mexico, Arizona, Nevada, and California) and Resources Policy Mexico. Pursuant to federal law, the Bureau of Reclamation (part of the Department of the Interior) manages much of the basin’s water supplies. Colorado River water is used Pervaze A. Sheikh primarily for agricultural irrigation and municipal and industrial (M&I) uses, but it also Specialist in Natural is important for power production, fish and wildlife, and recreational uses. Resources Policy In recent years, consumptive uses of Colorado River water have exceeded natural flows. This causes an imbalance in the basin’s available supplies and competing demands. A drought in the basin dating to 2000 has raised the prospect of water delivery curtailments and decreased hydropower production, among other things. In the future, observers expect that increasing demand for supplies, coupled with the effects of climate change, will further increase the strain on the basin’s limited water supplies. River Management The Law of the River is the commonly used shorthand for the multiple laws, court decisions, and other documents governing Colorado River operations. The foundational document of the Law of the River is the Colorado River Compact of 1922. Pursuant to the compact, the basin states established a framework to apportion the water supplies between the Upper and Lower Basins of the Colorado River, with the dividing line between the two basins at Lee Ferry, AZ (near the Utah border). -
Report No. REC-ERC-90-L, “Compilation Report on the Effects
REC-ERC-SO-1 January 1990 Denver Office U. S. Department of the Interior Bureau of Reclamation 7-2090 (4-81) Bureau of Reclamation TECHNICAL REEPORT STANDARD TITLE PAG 3. RECIPIENT’S CATALOG ~0. 5. REPORT DATE Compilation Report on the Effects January 1990 of Reservoir Releases on 6. PERFORMING ORGANIZATION CODE Downstream Ecosystems D-3742 7. AUTHOR(S) 6. PERFORMING ORGANIZATION E. Cheslak REPORT NO. J. Carpenter REC-ERC-90-1 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NO. Bureau of Reclamation Denver Office 11. CONTRACT OR GRANT NO. Denver CO 80225 13. TYPE OF REPORT AND PERIOD COVERED 12. SPONSORING AGENCY NAME AND ADDRESS Same 14. SPONSORING AGENCY CODE DIBR 15. SUPPLEMENTARY NOTES Microfiche and/or hard copy available at the Denver Office, Denver, Colorado. Ed: RDM 16. ABSTRACT Most of the dams built by the Bureau of Reclamation were completed before environmental regulations such as the Clean Water Act, National Environmental Protection Act, or Toxic Substances Control Act existed. The management and operation of dams was instituted under conditions where the ecology of the downstream habitat was unknown and largely ignored. Changing or modifying structures, flow regimes, and land use patterns are some of the efforts being pursued by the Bureau to reconcile or mitigate the effects of impoundment to comply with these environmental policies and to maximize the potential for recreation, fisheries, and water quality in tailwater habitats for the water resource users. The purpose of this report is to provide a reference document intended to aid in the management, compliance, and problem solving processes necessary to accomplish these goals in Bureau tailwater habitats. -
Geologic Report of the Stewart Mountain
GEOLOGIC MAP OF THE STEWART MOUNTAIN QUADRANGLE, MARICOPA COUNTY, ARIZO~A by Steven J. Skotnicki and Robert S. Leighty Arizona Geological Survey Open-File Report 97-12 July, 1997 Arizona Geological Survey 416 W. Congress, Suite #100, Tucson, Arizona 85701 Includes 19 page text and 1:24,000 scale geologic map Partially funded by the Arizona Geological Survey and the U.S. Geological Survey STATEMAP Program Contract # 1434-HQ-96-AG-01474. This report is preliminary and has not been edited or reviewed for conformity with Arizona Geological Survey standards INTRODUCTION This map depicts both the bedrock geology and the general ages and distribution of Late Tertiary and Quaternary deposits and geomorphic surfaces in the Stewart Mountain quadrangle (see Figure 1). The Salt River, re-emerging from Saguaro Lake, slices through the middle of the study area where it separates granite pediment and felsic volcanic rocks of the Usery and Goldfield Mountains (respectively) to the south, from a vast expanse of Late Tertiary basin-fill sediments to the north. Mapping of the surficial deposits was based both on field observations and interpretation of color 1:30,000-scale aerial photographs (dated 6-12-88), obtained from the Tonto National Forest in Phoenix. All of the region is administered by the Tonto National Forest. Good access to the region is provided by State Route 87, the Bush Highway, and Usery Pass Road (see Figure 2). A primitive road provides access to Bulldog Canyon, but locked gates at both ends can only be opened by obtaining a pennit from the Tonto National Forest Service field office in Mesa. -
Mormon Flat Dam Salt River Phoenix Vicinity Maricopa County Arizona
Mormon Flat Dam Salt River HAER No. AZ- 14 Phoenix Vicinity Maricopa County Arizona PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA Historic American Engineering Record National Park Service Western Region Department of Interior San Francisco, California 94102 ( ( f ' HISTORIC AMERICAN ENGINEERING RECORD Mormon Flat Dam HAER No. AZ-14 Location: Mormon Flat Dam is located on the Salt River in eastern Maricopa County, Arizona. It is approximately 50 miles east of Phoenix. UTM coordinates 25 feet northeast of the dam (in feet) are: Easting 1505701.5184; Northing 12180405.3728, Zone 12. USGS 7.5 quad Mormon Flat Dam. Date of Construction: 1923-1925. Engineer: Charles C. Cragin. Present Owner: The Salt River Project. Present Use: Mormon Flat Dam is operated by the Salt River Project for the purposes of generating hydroelectic power and for storing approximately 57,000 acre feet of water for agricultural and urban uses. Significance: Mormon Flat Dam was the first dam constructed under the Salt River Project's 1920's hydroelectic expansion program. Historian: David M. Introcaso, Corporate Information Management, Salt River Project. Mormon Flat Dam HAER No. AZ-14 2 TABLE OF CONTENTS Chapter I Introduction 3 Chapter II The Need to Expand the Association's Hydroelectric Capacity . • . • • . 20 Chapter III The Construction of Mormon Flat Dam . 37 Chapter IV The Construction of Horse Mesa Dam 60 Chapter V Post-Construction: Additions to the Association's Hydroelectric Program and Modifications to Mormon Flat and Horse Mesa Dams 79 Chapter VI Conclusion . 105 Chapter VII Epilogue: Expansion Backlash, "Water Users Oust Cragin" . 114 Appendixes . 130 Bibliography 145 Mormon Flat Darn HAER No. -
Central Arizona Water Control Study
SUMMARY OF ELEMENTS UNDER STUDY How will flood waters be controlled gestions made by citizens at public along the Salt and Gila Rivers? How meetings or through correspondence will Central Arizona Project (CAP) with the two agencies. waters be stored for distribution in central Arizona? Solutions to these To date, the Bureau and Corps have terns will be evaluated using techni two critical water problems are being identified a number of structural and cal and environmental criteria. The sought by the Central Arizona Water nonstructural actions that singly or in systems that are determined to be Control Study (formerly known as the combination could provide for flood most acceptable will be studied at an Study of Alternatives for Salt-Gila control and CAP storage. These "ele increased !eve! of detail until a pre Flood Control and Regulation of CAP ments" were studied in Phase I of the ferred plan or plans can be recom Waters) . The U.S. Bbrnau- of Recla study and will be studied further in mended. Plans are combinations of mation, with assistance from the U.S. Phase II, along with additional ele systems with the addition of neces Army Corps of Engineers, is con ments that were added as a result of sary financial, institutional and oper ducting the study, with considerable public comment. ational arrangements. At each deci involvement of the public in helping sion point the public will be actively develop solutions to the problems. During Phase II, the elements will be involved. The following diagram Many of the ideas discussed in this combined into sys1ems that achieve shows the sequence of the planning summary are a direct result of sug- the goals of the study, and the sys- process. -
Hydroturbines Its All Downhill from Here…
Hydroturbines Its all downhill from here… Maureen Hymel City of Phoenix Water Services Department Historical use of water as energy • 31 BC to 14 AD Water wheels used in Roman engineering (vertical) • 31 AD Ancient China used water wheels (horizontal) • 1500s Water wheels used for mining • 1909 USBR built its first hydroelectric plant to help build Roosevelt Dam • 1920 only 2% of energy was used to make electricity • 1937 formation of SRP Agricultural Improvement & Power District SRP Hydro Generation Watts in a name? A new frontier for old technology • Water wheel usually used for mechanical work • Hydropower • Hydrogeneration • Hydroturbine • Microturbine • Hydroelectric Power Courtesy of Doug Filer, Army Corp of Engineers Open channel vs closed pipe Vertical • Elevation change (available head) • Volume • Velocity • Load on generator Elevation change or feet of Head • 510’ Head Glen Canyon Dam (Lake Powell) 27,000,000 AF • 249’ Head Theodore Roosevelt Dam 2,910,200 AF • 72’ Head Parker Dam (Lake Havasu) 648,000 AK • 29’ Head/1400 kw South Canal (SRP Canal) • 14’ Head/ 750 kw Arizona Falls (SRP Canal) • Note: Some offshore installations work off tide water SRP Arizona Falls • 14 ft elevation change/16” pipe • 750 kilowatts • 150 homes powered City of Phoenix Water System • Service area varies 940’ to 2020’ • Pressure Zones generally 100’ elevation intervals • Water mains 2” to 108” • Storage tanks and reservoirs provide 2’ to 43’ of operating head COP Hydro-generation Studies • 1987 Energy audit at four WT plants and considered hydro-generation on gravity mains • 1991 In-line Hydro-generation Feasibility Study multiple pressure zones at 24 St WTP • 2003 COP participated with SRP to re-construct Arizona Falls • 2004 Hydro-generation potential for a new PRV station and a modified PRV at 24 St. -
A Regional Groundwater Flow Model of the Salt River Valley - Phase I
SDMS DOCID#1142207 ARIZONA DEPARTMENT OF WATER RESOURCES A REGIONAL GROUNDWATER FLOW MODEL OF THE SALT RIVER VALLEY - PHASE I PBOEN~ AC~ MANAGEMENT AREA HYDROGEOLOGIC FRAMEWORK AND BASIC DATA REPORT BY EDWIN F. CORKHILL, STEVE CORELL, BRADLEY M. HILL. and DAVID A. CARR HYDROLOGY DIVISION MODELING REPORT NO. 6 Phoenix, Arizona April, 1993 ARIZO~A DEPARTMENT OF \'1ATER RESOURCES A REGIONAL GROUND\VATER FLOW MODEL OF THE SALT RIVER VALLEY ~ PHASE I PHOENIX ACTIVE MANAGEMENT AREA HYDROGEOLOGIC FRAMEWORK AND BASIC DATA REPORT Final Report by Edwin Corkhilt Steve CorelL Bradley M. HilL and David A. Modeling Report No. 6 Hydrology Division - Groundwater Modeling April 1, 1 Abstract The Phoenix Active :Management Area groundwater flow model focuses on the hydrologic system of the Salt River Valley, the most intensive water use area of the state. The goal of the hydrologic study and modeling effort was to develop a quantitative tool to test various groundwater management scenarios. The predevelopment hydrologic system (circa 1900) of the Salt River Valley is analyzed. Various components of groundwater inflow and outflov,/ are identified. A predevelopment groundviater budget is presented. The total inflows and outflows were in approximate balance and equaled approximately 139J~OO acre-feet per year. The modern hydrologic system (1978-198:-1) is analyzed. The vari.ous components of groundv,:rner inflow and outflov<' are identified. Detailed descriptions of the methodologies used to analyze the components of flow are provided. A groundwater budget for the period 19/X-1 Y88 is presented. The total inflows were approximately 13.5 million acre-feet and the total outflow-, were approximately 14.0 million acre-feet The estimated decrease in the volume of groundwater in storage \\'US 0.5 rnillion acre-feet Various recommendations are provided to improve future data collection and analysis efforts.