Lesson One – the Watershed Connection T Objective: Students Review the Water Cycle and Learn How a Watershed Functions
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Central Valley Project Integrated Resource Plan
Summary Report Central Valley Project Integrated Resource Plan U.S. Department of the Interior Bureau of Reclamation Mid-Pacific Region TABLE OF CONTENTS TABLE OF CONTENTS BACKGROUND ..........................................................................................................................................................5 STUDY APPROACH ...................................................................................................................................................7 CLIMATE IMPACTS ON WATER SUPPLIES AND DEMANDS ...............................................................................11 COMPARISON OF PROJECTED WATER SUPPLIES AND DEMANDS .................................................................21 PERFORMANCE OF POTENTIAL FUTURE WATER MANAGEMENT ACTIONS .................................................27 PORTFOLIO TRADEOFFS .......................................................................................................................................37 CVP IRP STUDY LIMITATIONS ................................................................................................................................39 ACRONYMS AND ABBREVIATIONS USED IN FIGURES ......................................................................................41 Tables Table 1. Simulation Suites and Assumptions Inlcuded in Each Portfolio .............................................................27 Figures Figure 1a. Projected changes in Temperature in Ensemble-Informed Transient Climate Scenarios between 2012 -
Riverine Nutrient Trends in the Sacramento and San Joaquin Basins, California
Peer Reviewed Title: Riverine Nutrient Trends in the Sacramento and San Joaquin Basins, California: A Comparison to State and Regional Water Quality Policies Journal Issue: San Francisco Estuary and Watershed Science, 13(4) Author: Schlegel, Brandon, California State University, Sacramento Domagalski, Joseph L., U.S Geological Survey, California Water Science Center Publication Date: 2015 Permalink: http://escholarship.org/uc/item/4c37m6vz Keywords: Sacramento–San Joaquin River Delta, nutrients, nitrogen, phosphorus, nutrient transport, nutrient loads, agricultural drainage Local Identifier: jmie_sfews_29499 Abstract: doi: http://dx.doi.org/1015447/sfews.2015v13iss4art2 Non-point source (NPS) contaminant control strategies were initiated in California in the late 1980s under the authority of the State Porter–Cologne Act and eventually for the development of total maximum daily load (TMDL) plans, under the federal Clean Water Act. Most of the NPS TMDLs developed for California’s Central Valley (CV) region were related to pesticides, but not nutrients. Efforts to reduce pesticide loads and concentrations began in earnest around 1990. The NPS control strategies either encouraged or mandated the use of management practices (MPs). Although TMDLs were largely developed for pesticides, the resultant MPs might have affected the runoff of other potential contaminants (such as nutrients). This study evaluates the effect of agricultural NPS control strategies implemented in California’s CV before and between 1990 and 2013, on nutrients, by comparing trends in surface-water concentrations and loads. In general, use of MPs was encouraged during a “voluntary” period (1990 to 2004) and mandated during an “enforcement” period (2004 to 2013). Nutrient concentrations, loads, and trends were estimated by using a recently developed Weighted Regressions on Time, Discharge, and Season (WRTDS) model. -
Sacramento and Feather Rivers and Their Tributaries, Sacramento Slough and Sutter Bypass
Section 319 NONPOINT SOURCE PROGRAM SUCCESS STORY Stakeholders Cooperate to ReduceCalifornia Diazinon in Runoff from Dormant Season Spray Widespread use of the organophosphate (OP) pesticides diazinon Waterbodies Improved and chlorpyrifos in California’s Central Valley resulted in aquatic toxicity in the Sacramento and Feather rivers and their tributaries, Sacramento Slough and Sutter Bypass. As a result, in 1994 the Central Valley Regional Water Quality Control Board (CV-RWQCB) added a 16-mile segment of the Sacramento River, a 42-mile segment of the Feather River, the 1.7-mile-long Sacramento Slough, and the 19-mile-long Sutter Bypass to the CWA section 303(d) list of impaired waters. In 2001, the Sacramento River Watershed Program (SRWP) developed and implemented a water quality management strategy for the two rivers, which included installing on-site best management practices (BMPs). Diazinon concentrations decreased, prompting CV-RWQCB to remove Sacramento Slough and Sutter Bypass from the CWA section 303(d) list in 2006. The state has recommended the removal of the Sacramento River and Feather River segments (58 river miles total) from the 2010 CWA section 303(d) list for diazinon impairments. UV162 Figure 1. Problem Map showing The Sacramento River is California’s longest river, Orchards locations of flowing from Mt. Shasta to the confluence with the Sacramento San Joaquin River at the Sacramento-San Joaquin and Feather UV45 Delta. The Feather River is the primary tributary to h rivers g l o u C S and their the Sacramento River (Figure 1). The Sutter Bypass o Colusa k r l e tributaries, u c i v is a floodwater bypass that diverts excess water a R s J a b Sutter from the Sacramento River between two large a Sutter u Y S 30 u UV B S Co. -
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 -
Sacramento River Flood Control System
A p pp pr ro x im a te ly 5 0 M il Sacramento River le es Shasta Dam and Lake ek s rre N Operating Agency: USBR C o rt rr reek th Dam Elevation: 1,077.5 ft llde Cre 70 I E eer GrossMoulton Pool Area: 29,500 Weir ac AB D Gross Pool Capacity: 4,552,000 ac-ft Flood Control System Medford !( OREGON IDAHOIDAHO l l a a n n a a C C !( Redding kk ee PLUMAS CO a e a s rr s u C u s l l Reno s o !( ome o 99 h C AB Th C NEVADA - - ^_ a a Sacramento m TEHAMA CO aa hh ee !( TT San Francisco !( Fresno Las Vegas !( kk ee e e !( rr Bakersfield 5 CC %&'( PACIFIC oo 5 ! Los Angeles cc !( S ii OCEAN a hh c CC r a S to m San Diego on gg !( ny ii en C BB re kk ee ee k t ee Black Butte o rr C Reservoir R i dd 70 v uu Paradise AB Oroville Dam - Lake Oroville Hamilton e M Operating Agency: CA Dept of Water Resources r Dam Elevation: 922 ft City Chico Gross Pool Area: 15,800 ac Gross Pool Capacity: 3,538,000 ac-ft M & T Overflow Area Black Butte Dam and Lake Operating Agency: USACE Dam Elevation: 515 ft Tisdale Weir Gross Pool Area: 4,378 ac 3 B's GrossMoulton Pool Capacity: 136,193Weir ac-ft Overflow Area BUTTE CO New Bullards Bar Dam and Lake Operating Agency: Yuba County Water Agency Dam Elevation: 1965 ft Gross Pool Area: 4,790 ac Goose Lake Gross Pool Capacity: 966,000 ac-ft Overflow Area Lake AB149 kk ee rree Oroville Tisdale Weir C GLENN CO ee tttt uu BB 5 ! Oroville New Bullards Bar Reservoir AB49 ll Moulton Weir aa nn Constructed: 1932 Butte aa CC Length: 500 feet Thermalito Design capacity of weir: 40,000 cfs Design capacity of river d/s of weir: 110,000 cfs Afterbay Moulton Weir e ke rro he 5 C ! Basin e kk Cre 5 ! tt 5 ! u Butte Basin and Butte Sink oncu H Flow from the 3 overflow areas upstream Colusa Weir of the project levees, from Moulton Weir, Constructed: 1933 and from Colusa Weir flows into the Length: 1,650 feet Butte Basin and Sink. -
The Mighty Yuba River
The Mighty Yuba River The sounds of the Yuba River as it slowly winds its way down stream, are both peaceful and relaxing. But, upstream, the river sings quite a different song. The river begins as three separate forks, the north, south, and middle, high in the Sierra Nevada Mountains. The forks flow wildly through canyons and channels, over boulders and rock bars, and will occasionally rest in pools of clear green water. There are two stories as to how the river was named. One story, tells of a scoutinggp expedition finding wild g gpgrapes growing on the river’s banks. They called the river, Rio de las Uvas (the grapes). “Uvas” was later changed to Yuba. A second story, tells of an ancestral village named Yuba, belonging to the Maidu tribe, that was located where the Feather River joins the Yuba River. The river has changed a great deal over the years. It was mined extensively during the Gold Rush and once ran abundant with Chinook salmon and steelhead trout. Mining on the Yuba River is more recreational today and the Chinook salmon and steelhead still have a strong presence in the river. The Yuba River is also part of the Yuba Watershed. It’s truly an amazing river that has many more stories to tell. th ©University of California, 2009, Zoe E. Beaton. Yuba River Education Center 6 - Yuba River #1- YREC North Fork of the Yuba River Middle Fork of the Yuba River South Fork of the Yuba River ©University of California, 2009, Zoe E. Beaton. Yuba River Education Center 6th Yuba River #2- YREC . -
The Great New Year's Flood of 1997 in Northern California
The Great New Year's Flood of 1997 in Northern California by Maurice Roos' The New Year's flood of 1997 was probably the largest in the 90-year Northern California record which begins in 1906. It was notable in the intensity, volume of flood water, and the areal extent from the Oregon border down to the southern end of the Sierra. Many new flood records were set. This was a classic orographic event with warm moist winds from the southwest blowing over the Sierra Nevada and dumping amazing amounts of rain at the middle and high elevations, especially over a 3 day period centered on New Year's Day. The sheer volume of runoff exceeded the flood control capacity of Don Pedro Dam on the Tuolumne River and Millerton Reservoir on the upper San Joaquin River with large spills of excess water. Most of the other large dams in northern California were full or nearly full at the end of the storms. Amounts of rain at lower elevations were not unusual. For example, downtown Sacramento in the middle of the Central Valley had 3.7 inches during the week from December 26 through January 2. But Blue Canyon, at the one-mile elevation between Sacramento and Reno, had over 30 inches, an orographic ratio of over 8, far more than the usual 3 to 4 for most storms. Many Valley folks could not understand that there was a problem because they were not seeing a lot of rain. Meanwhile, the entire northern Sierra was observing 20 inches, some 40 percent of average annual precipitation. -
State of the River Report
Lower American River State of the River Report Water Forum 660 J Street, Suite 260 Sacramento, CA 95814 1 April 2005 Lower American River The Water Forum is a diverse group of business and agricultural leaders, citizens groups, environmentalists, water managers, and local governments in the Sacramento Region that have joined to fulfill two co-equal objectives: • Provide a reliable and safe water supply for the region’s economic health and planned development to the year 2030; and • Preserve the fishery, wildlife, recreational, and aesthetic values of the lower American River. In 2000, Water Forum members approved a comprehensive Water Forum Agreement, consisting of integrated actions necessary to provide a regional solution to potential water shortages, environmental degradation, groundwater contamination, threats to groundwater reliability, and limits to economic prosperity. The Water Forum Agreement allows the region to meet its needs in a balanced way through implementation of seven elements. The seven elements of the Water Forum Agreement are: 1) increased surface water diversions, 2) actions to meet customers’ needs while reducing diversion impacts in drier years, 3) an improved pattern of fishery flow releases from Folsom Reservoir, 4) lower American River Habitat Management Element, 5) water conservation, 6) groundwater management, and 7) the Water Forum Successor Effort (WFSE). The WFSE was created to implement the seven elements of the Water Forum Agreement over the next 30 years. Additional information can be found on the Water Forum’s web site at: www.waterforum.org. Water Forum 660 J Street, Suite 260 Sacramento, CA 95814 April 2005 2 Lower American River State of the River Report 3 Letter to Readers Dear Reader, This is the first lower American River State of the River Report. -
New Partnership for the Kern River Summer 2009 • Vol
JOURNAL Canoes. Photo by Sebastian Santa. New Partnership for the Kern River Summer 2009 • Vol. 5, Issue 2 orking with the nonprofit organization,W the Kern River Corridor Endowment, River Partners is preparing a conceptual Osprey. Photo by Robert Blanchard. restoration plan for riparian habitats along the Kern River at the Panorama Vista Preserve in Bakersfield. It is the largest private-lands In This Issue project for River Panorama Vista Preserve, Kern River, Bakersfield, CA. Photo by Julie Rentner, Partners in its 11- Restoration Ecologist. year history. “What is Additional Refuge really unique about this restoration initiative is that it was spear headed by a group of Land Open private individuals who really care about the Kern River,” says Julie Renter, Restoration to the Public 3 Ecologist. “They make up the Kern River Corridor Endowment and worked to buy and protect the land.” Endangered Rivers River Partners staff has started assessing the 936-acre site, which has supported a and Solutions 4 variety of human uses, from agriculture to oil drilling. By considering the local ecology and historical land uses, this pre-restoration plan will make habitat recommendations for Thank You 11th restoring significant swaths of native vegetation within this privately-owned reserve. Anniversary “If this preserve could be restored, it would be a significant stepping stone in the Kern River Corridor for wildlife,” says Tom Griggs, Senior Restoration Ecologist. “It Dinner Sponsors 7 will be large enough acreage to support migration, especially for songbirds.” River Partners thanks the Kern River Corridor Endowment for inviting us to Paddle Season participate in their restoration efforts and the Partners for Fish and Wildlife (Kern Opens! Join Us National Wildlife Refuge) for partially funding the pre-restoration plan. -
Upper American River Hydroelectric Project (P-2101)
Hydropower Project Summary UPPER AMERICAN RIVER, CALIFORNIA UPPER AMERICAN RIVER HYDROELECTRIC PROJECT (P-2101) South Fork of the American River Slab Creek Dam Canyon Photo Credit: Sacramento Municipal Utility District This summary was produced by the Hydropower Reform Coalition and River Management Society Upper American, CA UPPER AMERICAN RIVER, CA UPPER AMERICAN RIVER HYDROELECTRIC PROJECT (P-2101) DESCRIPTION: The Upper American River Project consists of seven developments located on the Rubicon River, Silver Creek, and South Fork American River in El Dorado and Sacramento Counties in central California. These seven developments occupy 6,190 acres of federal land within the Eldorado National Forest and 54 acres of federal land administered by the Bureau of Land Management (BLM). The proposed The Iowa Hill Development will be located in El Dorado County and will occupy 185 acres of federal land within the Eldorado National Forest. Due to the proximity of the Chili Bar Hydroelectric Project (FERC No. 2155) under licensee Pacific Gas & Electric Company(PG&E) located immediately downstream of the Upper American Project on the South Fork American River (and also under-going re-licensing), both projects were the subject of a collaborative proceeding and settlement negotiations. The current seven developments include Loon Lake, Robbs Peak, Jones Fork, Union Valley, Jaybird, Camino, and Slab Creek/White Rock. White Rock Powerhouse discharges into the South Fork American River just upstream of Chili Bar Reservoir. In addition to generation-related facilities, the project also includes 47 recreation areas that include campgrounds, day use facilities, boat launches, trails, and a scenic overlook. The 19 signatories to the Settlement are: American Whitewater, American River Recreation Association, BLM, California Parks and Recreation, California Fish and Wildlife, California Outdoors, California Sportfishing Protection Alliance, Camp Lotus, Foothill Conservancy, Forest Service, Friends of the River, FWS, Interior, U.S. -
American River Group Thursday, April 18Th, 2019 1:30 PM Central Valley Operation Office, Room 302 3310 El Camino Ave
American River Group Thursday, April 18th, 2019 1:30 PM Central Valley Operation Office, Room 302 3310 El Camino Ave. Sacramento, CA 95821 Conference Line: 1 (866) 718-0082; Passcode 2620147 JOIN WEBEX MEETING https://bor.webex.com/bor/j.php?MTID=m976285cf88d1078f4d1bdb60a280b92a Meeting number (access code): 907 429 279; Meeting password: CmfUCmGm 1. Participant Introductions (1:30-1:40) 2. Fisheries Updates (1:40-1:55) Cramer Fish Sciences Pacific States Marine Fisheries Commission CDFW 3. Operations Forecast (1:55-2:10) SMUD PCWA Central Valley Operations 4. Temperature Management (2:10-2:25) Central Valley Operations 5. Discussion (2:25-2:55) Upcoming Presentations May - Climate Change, Dr. Swain 6. Schedule Next Meeting The next meeting is scheduled to take place on Thursday, May 16th, 2019 8. Adjourn American River Summary Conditions – March (On-going): • Snowpack is 165% of average for this date. • Flood control diagram now allowing filling of Folsom Reservoir. We are on our way up! Storage/Release Management Conditions • Releases to manage storage during fill and try to avoid excessive flow fluctuations. • Beginning water storage for next years operational needs. • Will be operating to new Army Corps flood control diagram on an interim basis until new Water Control Manual is signed, per letter from USACE. • MRR for April is 1,750 cfs. Temperature Management: • Upper Shutters in place on Units 2 and 3. Unit 1 is not in service. Upper shutters will be placed before it is returned to service. American River Operations Group (ARG) -
Profile of Sacramento River, Freeport to Verona, California, Flood of February 1986
PROFILE OF SACRAMENTO RIVER, FREEPORT TO VERONA, CALIFORNIA, FLOOD OF FEBRUARY 1986 By J.C. Blodgett and J.B. Lucas U.S. GEOLOGICAL SURVEY Open-File Report 88-82 CO CM I m r-H CM Sacramento, California 1988 DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information write to: Copies of this report may be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Books and Open-File Reports Federal Building, Room W-2234 Federal Center, Bldg. 810 2800 Cottage Way Box 25425 Sacramento, CA 95825 Denver, CO 80225 CONTENTS Page Abstract................ 1 Introduction............ 2 Sources of data......... 4 Vertical control......... 4 Peak stage and discharge 5 Flood profiles.......... 7 References cited........ 7 ILLUSTRATIONS Page Plate 1. Map and profile of Sacramento River, Freeport to Verona, California, flood of February 19 and 20, 1986..........In pocket Figure 1. Map showing location of study area in vicinity of Sacramento................................................. 3 2. Photograph showing Sacramento Weir spill to Yolo Bypass near Sacramento, February 18, 1986.............................. 5 3. Photograph showing Sacramento River at Sacramento gage, February 18, 1986.......................................... 6 TABLES Page Table 1. Gaging stations in study reach............................. 8 2. Annual peak stage and discharge of the Sacramento River at Verona............................................... 3. Annual peak stage and discharge of