CALIFORNIA AQUEDUCT 2014 PUMPBACK PROGRAM Initial Study & Mitigated Negative Declaration
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The Colorado River Aqueduct
Fact Sheet: Our Water Lifeline__ The Colorado River Aqueduct. Photo: Aerial photo of CRA Investment in Reliability The Colorado River Aqueduct is considered one of the nation’s Many innovations came from this period in time, including the top civil engineering marvels. It was originally conceived by creation of a medical system for contract workers that would William Mulholland and designed by Metropolitan’s first Chief become the forerunner for the prepaid healthcare plan offered Engineer Frank Weymouth after consideration of more than by Kaiser Permanente. 50 routes. The 242-mile CRA carries water from Lake Havasu to the system’s terminal reservoir at Lake Mathews in Riverside. This reservoir’s location was selected because it is situated at the upper end of Metropolitan’s service area and its elevation of nearly 1,400 feet allows water to flow by gravity to the majority of our service area The CRA was the largest public works project built in Southern California during the Great Depression. Overwhelming voter approval in 1929 for a $220 million bond – equivalent to a $3.75 billion investment today – brought jobs to 35,000 people. Miners, engineers, surveyors, cooks and more came to build Colorado River the aqueduct, living in the harshest of desert conditions and Aqueduct ultimately constructing 150 miles of canals, siphons, conduits and pipelines. They added five pumping plants to lift water over mountains so deliveries could then flow west by gravity. And they blasted 90-plus miles of tunnels, including a waterway under Mount San Jacinto. THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA // // JULY 2021 FACT SHEET: THE COLORADO RIVER AQUEDUCT // // OUR WATER LIFELINE The Vision Despite the city of Los Angeles’ investment in its aqueduct, by the early 1920s, Southern Californians understood the region did not have enough local supplies to meet growing demands. -
Historic Erie Canal Aqueduct & Broad Street Corridor
HISTORIC ERIE CANAL AQUEDUCT & BROAD STREET CORRIDOR MASTER PLAN MAY 2009 PREPARED FOR THE CITY OF ROCHESTER Copyright May 2009 Cooper Carry All rights reserved. Design: Cooper Carry 2 Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan HISTORIC ERIE CANAL AQUEDUCT & BROAD STREET CORRIDOR 1.0 MASTER PLAN TABLE OF CONTENTS 5 1.1 EXECUTIVE SUMMARY 23 1.2 INTRODUCTION 27 1.3 PARTICIPANTS 33 2.1 SITE ANALYSIS/ RESEARCH 53 2.2 DESIGN PROCESS 57 2.3 HISTORIC PRECEDENT 59 2.4 MARKET CONDITIONS 67 2.5 DESIGN ALTERNATIVES 75 2.6 RECOMMENDATIONS 93 2.7 PHASING 101 2.8 INFRASTRUCTURE & UTILITIES 113 3.1 RESOURCES 115 3.2 ACKNOWLEDGEMENTS Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan 3 A city... is the pulsating product of the human hand and mind, reflecting man’s history, his struggle for freedom, creativity and genius. - Charles Abrams VISION STATEMENT: “Celebrating the Genesee River and Erie Canal, create a vibrant, walkable mixed-use neighborhood as an international destination grounded in Rochester history connecting to greater city assets and neighborhoods and promoting flexible mass transit alternatives.” 4 Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan 1.1 EXECUTIVE SUMMARY CREATING A NEW CANAL DISTRICT Recognizing the unrealized potential of the area, the City of the historic experience with open space and streetscape initiatives Rochester undertook a planning process to develop a master plan which coordinate with the milestones of the trail. for the Historic Erie Canal Aqueduct and adjoining Broad Street Corridor. The resulting Master Plan for the Historic Erie Canal Following the pathway of the original canal, this linear water Aqueduct and Broad Street Corridor represents a strategic new amenity creates a signature urban place drawing visitors, residents, beginning for this underutilized quarter of downtown Rochester. -
San Luis Unit Project History
San Luis Unit West San Joaquin Division Central Valley Project Robert Autobee Bureau of Reclamation Table of Contents The San Luis Unit .............................................................2 Project Location.........................................................2 Historic Setting .........................................................4 Project Authorization.....................................................7 Construction History .....................................................9 Post Construction History ................................................19 Settlement of the Project .................................................24 Uses of Project Water ...................................................25 1992 Crop Production Report/Westlands ....................................27 Conclusion............................................................28 Suggested Readings ...........................................................28 Index ......................................................................29 1 The West San Joaquin Division The San Luis Unit Approximately 300 miles, and 30 years, separate Shasta Dam in northern California from the San Luis Dam on the west side of the San Joaquin Valley. The Central Valley Project, launched in the 1930s, ascended toward its zenith in the 1960s a few miles outside of the town of Los Banos. There, one of the world's largest dams rose across one of California's smallest creeks. The American mantra of "bigger is better" captured the spirit of the times when the San Luis Unit -
A Pre-Feasibility Study on Water Conveyance Routes to the Dead
A PRE-FEASIBILITY STUDY ON WATER CONVEYANCE ROUTES TO THE DEAD SEA Published by Arava Institute for Environmental Studies, Kibbutz Ketura, D.N Hevel Eilot 88840, ISRAEL. Copyright by Willner Bros. Ltd. 2013. All rights reserved. Funded by: Willner Bros Ltd. Publisher: Arava Institute for Environmental Studies Research Team: Samuel E. Willner, Dr. Clive Lipchin, Shira Kronich, Tal Amiel, Nathan Hartshorne and Shae Selix www.arava.org TABLE OF CONTENTS 1 INTRODUCTION 1 2 HISTORICAL REVIEW 5 2.1 THE EVOLUTION OF THE MED-DEAD SEA CONVEYANCE PROJECT ................................................................... 7 2.2 THE HISTORY OF THE CONVEYANCE SINCE ISRAELI INDEPENDENCE .................................................................. 9 2.3 UNITED NATIONS INTERVENTION ......................................................................................................... 12 2.4 MULTILATERAL COOPERATION ............................................................................................................ 12 3 MED-DEAD PROJECT BENEFITS 14 3.1 WATER MANAGEMENT IN ISRAEL, JORDAN AND THE PALESTINIAN AUTHORITY ............................................... 14 3.2 POWER GENERATION IN ISRAEL ........................................................................................................... 18 3.3 ENERGY SECTOR IN THE PALESTINIAN AUTHORITY .................................................................................... 20 3.4 POWER GENERATION IN JORDAN ........................................................................................................ -
CALIFORNIA AQUEDUCT SUBSIDENCE STUDY San Luis Field Division San Joaquin Field Division
State of California California Natural Resources Agency DEPARTMENT OF WATER RESOURCES Division of Engineering CALIFORNIA AQUEDUCT SUBSIDENCE STUDY San Luis Field Division San Joaquin Field Division June 2017 State of California California Natural Resources Agency DEPARTMENT OF WATER RESOURCES Division of Engineering CALIFORNIA AQUEDUCT SUBSIDENCE STUDY Jeanne M. Kuttel ......................................................................................... Division Chief Joseph W. Royer .......................... Chief, Geotechnical and Engineering Services Branch Tru Van Nguyen ............................... Supervising Engineer, General Engineering Section G. Robert Barry .................. Supervising Engineering Geologist, Project Geology Section by James Lopes ................................................................................ Senior Engineer, W.R. John M. Curless .................................................................. Senior Engineering Geologist Anna Gutierrez .......................................................................................... Engineer, W.R. Ganesh Pandey .................................................................... Supervising Engineer, W.R. assisted by Bradley von Dessonneck ................................................................ Engineering Geologist Steven Friesen ...................................................................... Engineer, Water Resources Dan Mardock .............................................................................. Chief, Geodetic -
Overview of The: Sacramento-San Joaquin Delta Where Is the Sacramento-San Joaquin Delta?
Overview of the: Sacramento-San Joaquin Delta Where is the Sacramento-San Joaquin Delta? To San Francisco Stockton Clifton Court Forebay / California Aqueduct The Delta Protecting California from a Catastrophic Loss of Water California depends on fresh water from the Sacramento-San Joaquin Delta (Delta)to: Supply more than 25 million Californians, plus industry and agriculture Support $400 billion of the state’s economy A catastrophic loss of water from the Delta would impact the economy: Total costs to California’s economy could be $30-40 billion in the first five years Total job loss could exceed 30,000 Delta Inflow Sacramento River Delta Cross Channel San Joaquin River State Water Project Pumps Central Valley Project Pumps How Water Gets to the California Economy Land Subsidence Due to Farming and Peat Soil Oxidation - 30 ft. - 20 ft. - 5 ft. Subsidence ~ 1.5 ft. per decade Total of 30 ft. in some areas - 30 feet Sea Level 6.5 Earthquake—Resulting in 20 Islands Being Flooded Aerial view of the Delta while flying southwest over Sacramento 6.5 Earthquake—Resulting in 20 Islands Being Flooded Aerial view of the Delta while flying southwest over Sacramento 6.5 Earthquake—Resulting in 20 Islands Being Flooded Aerial view of the Delta while flying southwest over Sacramento 6.5 Earthquake—Resulting in 20 Islands Being Flooded Aerial view of the Delta while flying southwest over Sacramento 6.5 Earthquake—Resulting in 20 Islands Being Flooded Aerial view of the Delta while flying southwest over Sacramento 6.5 Earthquake—Resulting in 20 Islands Being Flooded Aerial view of the Delta while flying southwest over Sacramento 6.5 Earthquake—Resulting in 20 Islands Being Flooded Aerial view of the Delta while flying southwest over Sacramento The Importance of the Delta Water flowing through the Delta supplies water to the Bay Area, the Central Valley and Southern California. -
Washita Basin Project Oklahoma
Washita Basin Project Oklahoma James M. Bailey, Ph.D. Bureau of Reclamation 2008 0 Table of Contents Table of Contents .............................................................................................................. 1 Washita Basin Project ...................................................................................................... 2 Physical Setting ............................................................................................................. 3 Prehistoric and Historic Setting .................................................................................. 4 Project Investigation and Authorization .................................................................. 11 Project Construction................................................................................................... 16 Uses of Project Water ................................................................................................. 30 Conclusion ................................................................................................................... 32 Bibliography .................................................................................................................... 33 Index................................................................................................................................. 35 1 Washita Basin Project Located adjacent to America’s arid west/humid east division line known as the 100th meridian, western Oklahoma’s rolling uplands are susceptible to unpredictable weather cycles. -
New York City's Water Story
New York City’s Water Story: From Mountain Top to Tap SCHOHARIE COUNTY Schoharie Reservoir 1,130 FEET Delaware Watershed Gilboa Catskill Watershed Stamford The water we use today is the same water that fell as C rain when dinosaurs roamed a D t Prattsville Siuslaw s DELAWARE COUNTY West Branch Delaware e k l i the earth. In its endless a l Windham l w a W r cycle, water is the only e a t W e GREENE COUNTY rs Schoharie Creek substance that naturally a h te e r d Grand Gorge sh exists as a solid, e d liquid or gas. Delhi Lenox Roxbury East Branch Delaware Hunter Tannersville Andes Walton HUNTER MOUNTAIN Water’s journey from 4,040 FEET mountain top to tap begins Margaretville Shandaken Tunnel when rain and snow fall on COLUMBIA COUNTY watersheds, the areas Massachusetts of land that catch, absorb, Downsville Phoenicia and carry water downhill to gently and swiftly Deposit Pepacton Woodstock flowing streams. Cannonsville Reservoir Reservoir 1,150 FEET 1,280 FEET Esopus Creek SLIDE MOUNTAIN Boiceville West Delaware Tunnel East Delaware Tunnel 4,180 FEET Streams provide life-cycle Neversink Frost Valley needs for fish and other RIver aquatic organisms. Oxygen is Ashokan Rondout trapped in the fresh water as Creek Reservoir Claryville Olivebridge 590 FEET Kingston it tumbles over rocks into deep pools. Overhanging tree branches keep water r C e A v cool as fresh water T i Grahamsville S K R DUTCHESS COUNTY continues its journey. IL L n Neversink A Neversink Reservoir Tunnel Q o s 1,440 FEET U s E d Liberty Rondout Reservoir d Water is naturally filtered D u u U 840 FEET U C C H H T by the soil and tree roots in T dense forests as it travels toward reservoirs. -
The Fairly Hydrated Knight
THE FAIRLY GAMES BOOKLET HYDRATED Play & Learn KNIGHT When building a fort, the engineers would try to enclose a natural Water in forts spring inside its walls. Often this was not possible, so they had to make other waterworks, such as large cisterns (gwiebi), smaller close-bottom wells (bjar) or a groundwater well (spiera). In some cases they brought water from afar with an aqueduct (akwedott) or an underground tunnel (mina). Draining the sewage and storm water outside the fort was equally important in order to avoid contamination and diseases. When under siege, what was the most important thing for any fort to have? High strong walls? Surrounding ditches? Weapons and gunpowder? A lot of guards? Guess again … No fort, no matter how strongly built and well armed, could survive any siege if it lacked access to fresh water! 2 3 Inside a close-bottom cistern (gibjun, bir) Fill in the missing words: bell, clean, cool, dust, evaporation, gravity, inclined, lid, locked, rainfalls, summer, terraces. 1. The rain is collected from the nearby _ _ _ _ _ _ _ _. All collection surfaces must be kept _ _ _ _ _. 2. The feeding gutter is slightly _ _ _ _ _ _ _ _, so water moves only with the power of _ _ _ _ _ _ _. 3. The _ _ _ _ shape gives stability and strength to the cistern. 4. The _ _ _ is closed when the cistern is not in use and sometimes _ _ _ _ _ _ to prevent water theft. -
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2 Siqing Liu, Bob Suits DWR, Bay Delta Office, Modeling Support Branch 2011 CWEMF Annual Meeting, February 28 –March 2 1 Topics • Project objectives • Aqueduct System modeled • Assumptions / issues with modeling • Model results –Flows / Storage, EC, Bromide 2 Objectives Simulate Aqueduct hydraulics and water quality • 1990 – 2010 period • DSM2 Aqueduct version calibrated by CH2Mhill Achieve 1st step in enabling forecasting Physical System Canals simulated • South Bay Aqueduct (42 miles) • California Aqueduct (444 miles) • East Branch to Silverwood Lake • West Branch to Pyramid Lake (40 miles) • Delta‐Mendota Canal (117 miles) 4 Physical System, cont Pumping Plants Banks Pumping Plant Buena Vista (Check 30) Jones Pumping Plant Teerink (Check 35) South Bay Chrisman (Check 36) O’Neill Pumping-Generating Edmonston (Check 40) Gianelli Pumping-Generating Alamo (Check 42) Dos Amigos (Check 13) Oso (West Branch) Las Perillas (Costal branch) Pearblossom (Check 58) 5 Physical System, cont Check structures and gates • Pools separated by check structures throughout the aqueduct system (SWP: 66, DMC: 21 ) • Gates at check structures regulate flow rates and water surface elevation 6 Physical System, cont Turnout and diversion structures • Water delivered to agricultural and municipal contractors through diversion structures • Over 270 diversion structures on SWP • Over 200 turnouts on DMC 7 Physical System, cont Reservoirs / Lakes Represented as complete mixing of water body • -
Every Life in 19Th and Early 20Th Century Malta
MALTESE HISTORY Unit L Everyday Life and Living Standards Public Health Form 4 1 Unit L.1 – Population, Emigration and Living Standards 1. Demographic growth The population was about 100,000 in 1800, it surpassed the 250,000 mark after World War II and rose to over 300,000 by 1960. A quarter of the population lived in the harbour towns by 1921. This increase in the population caused the fast growth of harbour suburbs and the rural villages. The British were in constant need of skilled labourers for the Dockyard. From 1871 onwards, the younger generation migrated from the villages in search of employment with the Colonial Government. Employment with the British Services reached a peak in the inter-war period (1919-39) and started to decline after World War II. In the 1950s and 1960s the British started a gradual rundown of military personnel in their overseas colonies, including Malta. Before the beginning of the first rundown in 1957, the British Government still employed 27% of the Maltese work force. 2. Maltese emigration The Maltese first became attracted to emigration in the early 19th century. The first organised attempt to establish a Maltese colony of migrants in Corfu took place in 1826. Other successful colonies of Maltese migrants were established in North African and Mediterranean ports in Algiers, Tunis, Bona, Tripoli, Alexandria, Port Said, Cairo, Smyrna, Constantinople, Marseilles and Gibraltar. By 1842 there were 20,000 Maltese emigrants in Mediterranean countries (15% of the population). But most of these returned to Malta sometime or another. Emigration to Mediterranean areas declined rapidly after World War II. -
Aqueduct Global Maps 2.0
Working Paper AQUEDUCT METADATA DOCUMENT AQUEDUCT GLOBAL MAPS 2.0 FRANCIS GASSERT, MATT LANDIS, MATT LUCK, PAUL REIG, AND TIEN SHIAO EXECUTIVE SUMMARY CONTENTS This document describes the specific characteristics of the Executive Summary........................................................1 indicator data and calculations for the Aqueduct Water Risk Total water withdrawal....................................................2 Atlas Global Maps. Complete guidelines and processes for Consumptive and non-consumptive use........................5 data collection, calculations, and mapping techniques are Total blue water (Bt)....................................................... 6 described fully in the Aqueduct Water Risk Framework.1 The Aqueduct Water Risk Atlas makes use of a Water Risk Available blue water (Ba)................................................7 Framework (Figure 1), that includes 12 global indicators Baseline water stress......................................................8 grouped into three categories of risk and one overall score. Inter-annual variability................................................... 9 Seasonal variability......................................................10 Flood occurrence......................................................... 11 Aqueduct Water Risk Framework Figure 1 | Drought severity...........................................................12 Upstream storage.........................................................13 OVERALL WATER RISK Groundwater stress ......................................................14