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Cultural Landscape Planning: the Mexicali Valley, Mexico
The Sustainable City VII, Vol. 1 457 Cultural landscape planning: the Mexicali Valley, Mexico R. I. Rojas-Caldelas1, C. A. Pena-Salmon1 & J. Ley-Garcia2 1Faculty of Architecture and Design, Autonomous University of Baja California, Mexicali, México 2Institute of Research in Social Sciences, Autonomous University of Baja California, Mexicali, México Abstract Initiating around the eighties, the academic training of landscape architects in Mexico is quite recent compared with the tradition in Europe and the U.S. Also new, is the development of landscape research conducted mainly by geographers, urban planners and other professionals trained in natural sciences, whose work is primarily oriented to land use management for urban development and conservation of natural resources or cultural heritage purposes. However, the issue of the cultural landscape in Mexico has been little explored and lacks any integrated and multidisciplinary methodology to bring together social, cultural and natural processes for study. Therefore, this work focuses on the presentation of an appropriate methodology to address the issue of the evolving cultural landscape of the Valley of Mexicali. This work has been developed into three stages: characterization, multiple assessment of landscape and integration of strategies for their management. Thus progress will be presented for the characterization of physical units, landscape components through pictures, visual and spatial patterns of landscape that structure the region and its settlements. As a partial result it was found that multi-valued zones visually and spatially exist in the Mexicali Valley, as well as activities that give character and differentiate it from other agricultural areas of Baja California. Keywords: cultural landscape, landscape assessment methodologies, visual and spatial assessment, sustainable landscape planning. -
Imperial Dam/All American Canal Projects Update-2021
Imperial Dam/All American Canal Projects Update-2021 David Escobar General Superintendent, Operations & Maintenance AAC/River Division May 19, 2021 www.iid.com www.iid.com 2 www.iid.com 3 Executive Summary • Imperial Dam is primarily a concrete slab and buttress structure on the Colorado River located approximately 18 northeast of Yuma, Arizona. The Dam was constructed between 1936 and 1938 by Reclamation to impound water for irrigation. • The Dam’s overall length is approximately 3,479 feet. The sections of the Dam consist of the California abutment, the All American Canal (AAC) Headworks, the California Sluiceway, the overflow weir (spillway) section, the Gila Canal Headworks, and the Arizona abutment. www.iid.com 4 Projects List • Imperial Dam Roller Gates 1 through 4 Overhaul completed in 2018, total project cost-$2,955,900 • Imperial and Laguna Dams Electrical Upgrade Project completed in 2018, total project cost-$20,940,977 • Imperial Dam Sluiceway Gate Replacement Project completed in 2019, total project cost-$3,132,200 • Imperial Dam Concrete Repairs 2019, total project costs- $823,954 www.iid.com 5 Projects List • Imperial Dam Desilting Basin Clarifier Valve Replacement Project will be completed in 2021, total project cost- $1,985,200 • Senator Wash Units 1, through 6 Rewind Stator and Pump Refurbishment 2019-2021, total project cost-$2,145,800 • Gila Headworks Trunnion Repair Project 2021-2022, estimated project costs-$4,156,635 • Gila Headworks Gate Replacement 2021-2022, estimated project costs-$2,900,000 www.iid.com 6 Projects List • Pilot Knob Wasteway/Spill Gate Replacement Project will be completed in 2021, project costs-$1,861,600 • Imperial Dam Desilting Basins Sludge Pipe Replacement Project 2022, estimated project costs-$15,000,000 • Gila Gravity Main Canal Unused Radial Gates Permanent Closure Project 2022, estimated project costs-$2,900,000 www.iid.com 7 Questions? www.iid.com. -
Obviously Real Wrecks Because-They Were Identified in the Process of Removal
Historic Watercraft, Shreveport to Daingerfield obviously real wrecks because-they were identified in the process of removal. The Albany and Lessie are reliable because the information was derived from the U. S. Customs Service for the Port of New Orleans. However, it is surprising that the Lessie B, which caught fire 15 miles below Jefferson, is not mentioned in the Corps' annual reports concerning improvements to Cypress Bayou. Since project work was suspended in 1880 and did not resume until 1884, it appears that the wreck was quickly removed by its owners. If it had been in place in 1884, it would have been cited as a navigation hazard and removed as part of the ongoing work effort. Of the listed wrecks, it is probable that most were not part of the Jefferson trade, but rather were on the western route around the raft, which duplicated the Jefferson route through Soda Lake. This was definitely the case with the Cotton Plant, which was an upriver packet. The only vessels that definitely were going towards or away from Jefferson were the Albany (which was moving from Shreveport to Albany), the Lessie B. (which was moving from Jefferson to Shreveport), and the Mittie Stephens (which was moving from Shreveport to Jefferson). Whatever their destination, the distribution of these wrecks along the route west of Shreveport shows the relative difficulty in navigating various portions of the route to Jefferson. Contrary to popular conceptions, the portion of the route from the foot of Caddo Lake to Jefferson seems to have been extremely safe. Only two steamboats (Mittie Stephens and Lessie B.) were wrecked along this portion of the route, and both were by fire rather than by snags or other navigation hazards. -
The Yuma Project on Uninsured Children
The Yuma Project On Uninsured Children William G. Johnson, Ph.D. Saundra E. Johnson, M.P.A. Steven C. Marcus, Ph.D. Amy Bartels, M.Ph. Ann G. Lawthers, Sc.D. December 2001 The Yuma Project on Uninsured Children is a project of the School of Health and Administration & Policy, College of Business, Arizona State University, supported and coordinated by the Flinn Foundation Table of Contents Research Project Staff..........................................................................................iii Acknowledgements...............................................................................................v Advisory Committee............................................................................................vii 1. Introduction..................................................................................................1 A Profile of Yuma County and its Children ..........................................2 The CHDS Data Set...............................................................................4 2. Creating a Community Data Set Focused on Children: Yuma’s Community Health Data System....................................................5 The Process............................................................................................5 The Method............................................................................................6 The Data................................................................................................ 7 3. Estimating the Number of Uninsured Children ..........................................11 -
06-14-11 2010 Coachella UWMP Draft
2010 URBAN WATER MANAGEMENT PLAN City of Coachella Prepared By: TKE Engineering and Planning 2305 Chicago Avenue Riverside, CA 92507 (951) 680-0440 Draft June 2011 City of Coachella 2010 Urban Water Management Plan TABLE OF CONTENTS Section Page Acronyms and Abbreviations .............................................................................. ACR-1 1 Urban Water Management Plan Preparation 1.1 Purpose and UWMP Summary ............................................................ 1-1 1.2 Agency Coordination and Public Participation ....................................... 1-2 1.3 UWMP Update Preparation ................................................................... 1-4 1.4 UWMP Adoption, Submittal, and Implementation .................................. 1-4 2 System Description 2.1 Service Area Description ....................................................................... 2-1 2.1.1 Facilities ....................................................................................... 2-3 2.1.2 Climate ......................................................................................... 2-5 2.2 Service Area Population ........................................................................ 2-5 2.2.2 Demographics .............................................................................. 2-6 3 System Demands 3.1 Water Demands .................................................................................... 3-1 3.1.1 Past and Current Water Use ........................................................ 3-1 3.1.2 Water Demand -
Imperial Irrigation Decision Support System Summary Report
Draft Imperial Irrigation Decision Support System Summary Report Prepared for Imperial Irrigation District December 2001 2525 Airpark Drive Redding, California In Association with: Keller-Bliesner Engineering Davids Engineering Colorado State University Allen Engineering Contents Section Page 1.0 Introduction.........................................................................................................................1-1 IID Irrigation and Drainage Systems................................................................................1-1 Water Transfer Basics..........................................................................................................1-4 Imperial Irrigation Decision Support System..................................................................1-5 IID System Representation....................................................................................1-5 IIDSS Purpose .........................................................................................................1-5 Peer Review..........................................................................................................................1-6 2.0 Design of the Imperial Irrigation Decision Support System.....................................2-1 Irrigation System Overview...............................................................................................2-1 Delivery System......................................................................................................2-3 On-farm System......................................................................................................2-3 -
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). -
All-American Canal Lining Project
Supplemental Information Report All-American Canal Lining Project Prepared by: U.S. Bureau of Reclamation January 12, 2006 Executive Summary The lining of the All-American Canal (AAC) has been considered for decades, and in 1988 Public Law 100-675 authorized the Secretary of the Interior (Secretary) to construct a parallel lined canal or to otherwise recover the seepage from the canal using construction funds from California water agencies entitled to the use of Colorado River water. In April of 1994, Reclamation completed a Final Environmental Impact Statement/Environmental Impact Report for the AAC Lining Project (AAC Final EIS/EIR) that analyzed various alternatives to implement Public Law 100-675. The Record of Decision (ROD) for the Project was signed on July 29, 1994, and selected construction of a 23-mile parallel canal as the means to conserve approximately 67,700 acre-feet of seepage from the AAC. For a variety of reasons, non-Federal funding for implementation of the Project was unavailable, and agreements on funding sources and the allocation of water conserved by the Project remained unresolved for a number of years after execution of the ROD. As a result of an intensive effort to require California to limit its use of Colorado River water in a normal year to its legal apportionment (and limit its historic overuse of Colorado River water), a series of agreements were signed in 2002 and 2003. Funding for the AAC Lining Project was authorized by the California Legislature in September 2003. Final designs for the AAC Lining Project were initiated in 2004 and largely completed in early January 2006. -
ATTACHMENT B Dams and Reservoirs Along the Lower
ATTACHMENTS ATTACHMENT B Dams and Reservoirs Along the Lower Colorado River This attachment to the Colorado River Interim Surplus Criteria DEIS describes the dams and reservoirs on the main stream of the Colorado River from Glen Canyon Dam in Arizona to Morelos Dam along the international boundary with Mexico. The role that each plays in the operation of the Colorado River system is also explained. COLORADO RIVER INTERIM SURPLUS CRITERIA DRAFT ENVIRONMENTAL IMPACT STATEMENT COLORADO RIVER DAMS AND RESERVOIRS Lake Powell to Morelos Dam The following discussion summarizes the dams and reservoirs along the Colorado River from Lake Powell to the Southerly International Boundary (SIB) with Mexico and their specific roles in the operation of the Colorado River. Individual dams serve one or more specific purposes as designated in their federal construction authorizations. Such purposes are, water storage, flood control, river regulation, power generation, and water diversion to Arizona, Nevada, California, and Mexico. The All-American Canal is included in this summary because it conveys some of the water delivered to Mexico and thereby contributes to the river system operation. The dams and reservoirs are listed in the order of their location along the river proceeding downstream from Lake Powell. Their locations are shown on the map attached to the inside of the rear cover of this report. Glen Canyon Dam – Glen Canyon Dam, which formed Lake Powell, is a principal part of the Colorado River Storage Project. It is a concrete arch dam 710 feet high and 1,560 feet wide. The maximum generating discharge capacity is 33,200 cfs which may be augmented by an additional 15,000 cfs through the river outlet works. -
The Colorado River a NATURAL MENACE BECOMES a NATIONAL RESOURCE ' '
The Colorado River A NATURAL MENACE BECOMES A NATIONAL RESOURCE ' ' I Comprehensive Report on the Development of ze Water Resources of the Colorado River Basin for rrigation, Power Production, and Other Beneficial Ises in Arizona, California, Colorado, Nevada, New Mexico, Utah, and Wyoming By THE UNITED STATES DEPARTMENT OF THE INTERIOR J . A . Krug, Secretary SPONSORED BY AND PREPARED UNDER THE GENERAL SUPERVISION OF THE BUREAU OF RECLAMATION Michael W. Straus, Commissioner E. A. Morit-, Director, Region 3 ; E. O. Larson, Director, Region 4 MARCH 1 946 1P 'A m 4„ M 1i'leming Library Grand Canyon Colleg P . )x 11097 Contents Page PROPOSED REPORT OF THE SECRETARY OF THE Explorations 46 INTERIOR Settlement 48 Page Population 49 Letter of June 6,1946, from the Acting Commissioner, Chapter III . DIVIDING THE WATER 53 3 Bureau of Reclamation Virgin Conditions 55 REGIONAL DIRECTORS' REPORT Early Development of the River 56 Summary of Conditions in the Early 1920's . 59 Map of Colorado River Basin Facing 9 Between the Upper and Lower Basins 59 Scope and Purpose 9 Between United States and Mexico . 66 Authority for the Report 9 DEVELOPING THE BASIN Cooperation and Acknowledgments 9 Chapter IV. 69 Description of Area 10 Upper Basin 72 Problems of the Basin 11 Labor Force 72 Water Supply 12 Land Ownership and Use 73 Division of Water 13 Soils 73 Future Development of Water Resources 13 Agriculture 73 Table I, Present and Potential Stream Depletions in Minerals and Mining 80 the Colorado River Basin 14 Lumbering 85 Potential Projects 14 Manufacturing 86 Table II, Potential Projects in the Colorado River Transportation and Markets . -
Salton Sea Hydrological Modeling and Results
TECHNICAL REPORT Salton Sea Hydrological Modeling and Results Prepared for Imperial Irrigation District October 2018 CH2M HILL 402 W. Broadway, Suite 1450 San Diego, CA 92101 Contents Section Page 1 Introduction ....................................................................................................................... 1-1 2 Description of Study Area .................................................................................................... 2-1 2.1 Background ...................................................................................................................... 2-1 2.2 Salton Sea Watershed ...................................................................................................... 2-2 3 SALSA2 Model Description .................................................................................................. 3-1 3.1.1 Time Step ............................................................................................................ 3-2 3.2 Air Quality Mitigation and Habitat Components Incorporated into SALSA2 ................... 3-2 3.3 Simulations of Water and Salt Balance ............................................................................ 3-4 3.3.1 Inflows ................................................................................................................. 3-4 3.3.2 Consumptive Use Demands and Deliveries ........................................................ 3-4 3.3.3 Salton Sea Evaporation ...................................................................................... -
Law of the River the Colorado River Compact
Colorado River Water Users Association: Law of the River . The Colorado River Compact . As the 20th century dawned, the The Colorado River Compact vast domain of the Colorado River lay almost entirely Boulder Canyon Project Act untouched. Though there had been a few early filings for Treaty with Mexico diversion and a "grand ditch" conveying water some 16 miles across the Continental Divide Upper Colorado River Basin into eastern Colorado in the late Compact of 1948 1800s, California's Imperial Valley was among the first areas to tap the river's true potential. In early 1901, the 60 mile long Alamo Canal, Colorado River Storage Project developed by private concerns, was completed to deliver Colorado Act River water for irrigation, and a wasteland was transformed. But the Imperial Valley did not move ahead without problems. About 50 miles Grand Canyon Protection Act of the canal coursed through Mexico, leaving the valley farmers at the mercy of a foreign government. And in 1905, the river, raging with Arizona vs. California floods, eroded the opening to the canal, roared through and created the Salton Sea before the river was pushed back into its normal channel. Future of Western Water With the constant threat of flood looming along the lower Colorado, demands grew for some sort of permanent flood control work -a storage reservoir and dam on the river. And Imperial Valley farmers called for a canal totally within the United States, free of Mexican interference. By 1919, Imperial Irrigation District had won the support of the federal Bureau of Reclamation. A bureau engineering board recommended favorably on the canal and added the government "should undertake the early construction of a storage reservoir on the drainage basin of the Colorado." While this report was greeted with enthusiasm by people along the river's lower stretches, it was viewed with alarm by those in upper reaches.