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Full-Text Articles in Physical Sciences and Mathematics

Long-Term Evolution Of Sand Transport Through A River Network: Relative Influences Of A Dam Versus Natural Changes In Grain Size From Sand Waves, David J. Topping, Erich R. Mueller, John C. Schmidt, Ronald E. Griffiths, David J. Dean, Paul E. Grams Aug 2018

Long-Term Evolution Of Sand Transport Through A River Network: Relative Influences Of A Dam Versus Natural Changes In Grain Size From Sand Waves, David J. Topping, Erich R. Mueller, John C. Schmidt, Ronald E. Griffiths, David J. Dean, Paul E. Grams

Watershed Sciences Faculty Publications

Temporal and spatial nonuniformity in supplies of water and sand in a river network leads to sand transport that is in local disequilibrium with the upstream sand supply. In such river networks, sand is transported downstream as elongating waves in which coupled changes in grain size and transport occur. Depending on the magnitude of each sand-supplying event and the interval between such events, changes in bed-sand grain size associated with sand-wave passage may more strongly regulate sand transport than do changes in water discharge. When sand transport is controlled more by episodic resupply of sand than by discharge, upstream dam …


Environmental Assessment Experimental Releases From Glen Canyon Dam, Arizona, 2008 Through 2012, U.S. Department Of The Interior, Bureau Of Reclamation, Upper Colorado Region, Salt Lake City, Utah Feb 2008

Environmental Assessment Experimental Releases From Glen Canyon Dam, Arizona, 2008 Through 2012, U.S. Department Of The Interior, Bureau Of Reclamation, Upper Colorado Region, Salt Lake City, Utah

All U.S. Government Documents (Utah Regional Depository)

No abstract provided.


Reclamation, Managing Water In The West, Annual Report Of Operations For Flaming Gorge Dam, Water Year 2007, U.S. Department Of The Interior, Bureau Of Reclamation Oct 2007

Reclamation, Managing Water In The West, Annual Report Of Operations For Flaming Gorge Dam, Water Year 2007, U.S. Department Of The Interior, Bureau Of Reclamation

All U.S. Government Documents (Utah Regional Depository)

Pursuant to the February 2006 Record of Decision for the Operation of Flaming Gorge Dam (ROD) and as described in the Operation of Flaming Gorge Dam Final Environmental Impact Statement (FEIS), this report details the operations of Flaming Gorge Dam during water year 2007. This is the second year of operations of Flaming Gorge Dam under the ROD and this report is the second annual report produced under authority of the ROD.


Scoping Report For The Glen Canyon Dam Long-Term Experimental Plan Environmental Impact Statement, U.S. Department Of The Interior, Bureau Of Reclamation Mar 2007

Scoping Report For The Glen Canyon Dam Long-Term Experimental Plan Environmental Impact Statement, U.S. Department Of The Interior, Bureau Of Reclamation

All U.S. Government Documents (Utah Regional Depository)

This report summarizes the issues raised during the initial scoping process for the Bureau of Reclamation's Long-term Experimental Plan for Glen Canyon Dam Operations and Other Management Actions Environmental Impact Statement (EIS). This report describes the initial scoping process and presents the schedule, describes the scoping meetings, summarizes comments submitted by the public, and provides an overview of the relevant issues that Reclamation anticipates will be analyzed in the EIS.

Scoping is defined by the regulations implementing the National Environmental Policy Act (NEPA) as the process whereby lead agencies solicit input from the public on what the issues and alternatives …


Low-Flow Test, San Juan River, Final Environmental Assessment, United States Department Of Interior, Bureau Of Reclamation Jun 2001

Low-Flow Test, San Juan River, Final Environmental Assessment, United States Department Of Interior, Bureau Of Reclamation

All U.S. Government Documents (Utah Regional Depository)

This final environmental assessment (EA) is prepared in compliance with the National Environmental Policy Act (NEPA) of 1969 (Public Law 91-190) to evaluate test flows from Navajo Dam into the San Juan River.

The underlying need for this proposed test is to evaluate the effect of low summer flows on various resources. The information obtained will be used in preparation of an environmental impact statement (EIS) on operating Navajo Reservoir to mimic a natural hydrograph in critical habitat of the San Juan River for the benefit of downstream endangered fish and to allow for future water development.


Record Of Decision For The Greybull Valley Dam And Reservoir Environmental Impact Statement, United States Department Of The Interior, Bureau Of Land Management Jan 1998

Record Of Decision For The Greybull Valley Dam And Reservoir Environmental Impact Statement, United States Department Of The Interior, Bureau Of Land Management

Record of Decisions (WY)

This document records the decision made by the Wyoming State Director of the Bureau of Land Management (BLM) to grant a right-of-way under the authority of Section 5 of the Federal Land Policy and Management Act of 1976 (FLPMA), across BLM-administered lands (public lands) to the Greybull Valley Irrigation District, for the construction of a dam and reservoir project, as described in the Greybull Valley Dam and Reservoir Draft and Final Environmental Impact Statements.


Beaver Dam Wash Instream Flow Assessment, United States Bureau Of Land Management Jan 1998

Beaver Dam Wash Instream Flow Assessment, United States Bureau Of Land Management

All U.S. Government Documents (Utah Regional Depository)

This report documents findings from an instream flow assessment conducted by the U.S. Bureau of Land Management (BLM) on Beaver Dam Wash in Mohave County, Arizona. The assessment, which focused on resources located at the mouth of Beaver Dam Wash from 1991 through 1994, provides a scientific basis for relating flowdependent resources to streamflow levels. Natural resource values, methods of data collection and analysis, and flow requirements are presented in this report.


Final Environmental Impact Statement Greybull Valley Dam And Reservoir, United States Department Of The Interior Bureau Of Land Management Jan 1997

Final Environmental Impact Statement Greybull Valley Dam And Reservoir, United States Department Of The Interior Bureau Of Land Management

Final Environmental Impact Statements (WY)

The Greybull Valley Irrigation District proposes to construct an off-channel dam and reservoir to supply irrigation water to farmers in the lower Greybull River Valley. Three alternatives were evaluated: the proposal (Lower Roach Gulch Reservoir), the Blackstone Gulch Reservoir and the No Action Alternative. The Environmental Impact Statement discloses potential environmental impacts from implementation of the alternatives. The Draft Environmental Impact Statement (DEIS) was made available to the public in January, 1997 with a 60 day comment period ending on March 18, 1997.


Effects Of Flaming Gorge Dam Hydropower Operations On Flow And Stage In The Green River, Utah And Colorado, S.C.L Yin, United States Department Of Energy, Environmental Assessment Division, Argonne National Laboratory, J.J. Mccoy, S.C. Palmer May 1995

Effects Of Flaming Gorge Dam Hydropower Operations On Flow And Stage In The Green River, Utah And Colorado, S.C.L Yin, United States Department Of Energy, Environmental Assessment Division, Argonne National Laboratory, J.J. Mccoy, S.C. Palmer

All U.S. Government Documents (Utah Regional Depository)

No abstract provided.


Operation Of Glen Canyon Dam, Draft Environmental Impact Statement, United States Department Of The Interior Jan 1993

Operation Of Glen Canyon Dam, Draft Environmental Impact Statement, United States Department Of The Interior

All U.S. Government Documents (Utah Regional Depository)

This draft environmental impact statement (EIS) analyzes the impacts of operations from 1963 to 1990 (baseline conditions) and alternative operations of Glen Canyon Dam on downstream environmental and cultural resources of Glen and Grand Canyons. Alternative operations evaluated include three that would provide steady flows; three that would provide various levels of fluctuating flows; and two, including no action, that would provide unrestricted fluctuating flows. Additional measures have been combined with the alternative operations, where appropriate, to provide additional resource protection or enhancement. The preferred alternative is the Modified Low Fluctuating Flow Alternative.


Hydraulic Model Studies Of Upper Stillwater Dam Stepped Spillway And Outlet Works, Engineering Research Center, U.S. Department Of The Interior, Bureau Of Reclamation Oct 1987

Hydraulic Model Studies Of Upper Stillwater Dam Stepped Spillway And Outlet Works, Engineering Research Center, U.S. Department Of The Interior, Bureau Of Reclamation

All U.S. Government Documents (Utah Regional Depository)

Concrete dam and part of the Bonneville Unit of the Central Utah Project, is located about 80 miles east of Salt Lake City, Utah (fig. 1). Upper Stillwater Reservoir will be used to regulate the flows of Rock Creek and South Fork of Rock Creek for release to the Strawberry Aqueduct. The reservoir water surface will be kept constant during the summer but will be lowered about 160 feet during fall and winter releases. The structural height of the dam is 285 feet. Its crest length is 2,800 feet at elevation 8175.5 feet with parapets to elevation 8180.0. The spillway, …


Mix Design Investigation - Roller Compacted Concrete Construction, Upper Stillwater Dam, Utah, United States Department Of The Interior, Bureau Of Reclamation Jun 1984

Mix Design Investigation - Roller Compacted Concrete Construction, Upper Stillwater Dam, Utah, United States Department Of The Interior, Bureau Of Reclamation

Dams

Upper Stillwater Dam will be the first concrete dam constructed by the Bureau of Reclamation utilizing the RCC (roller compacted concrete) construction technique. RCC is concrete with zero slump consistency, which is deposited in horizontal lifts and consolidated in place by a smooth drum vibrating roller. This method of construction was first proposed in the early 1970's [1, 2, 3]* and was demonstrated successfully in emergency spillway repairs at Tarbela Dam, Pakistan [3], in the construction of Shimajigawa Dam, Japan, and Willow Creek Dam, Oregon.


Geologic Feasibility Of Dam And Reservoir Sites, Blacksmith Fork Canyon, Utah, Alfredo Capistrano Buenaventura May 1968

Geologic Feasibility Of Dam And Reservoir Sites, Blacksmith Fork Canyon, Utah, Alfredo Capistrano Buenaventura

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Two areas along the Blacksmith Fork River, in the Bear River Range southeast of Logan, Utah, were studied as sites for a storage dam and reservoir. An earth dam, 150-200 feet high, and a reservoir of 15,000-20,000 acre-feet are contemplated by the Bureau of Reclamation, U.S. Department of Interior.

The lower area, located about 7 miles east of the mountain front, involves two possible dam sites on limestone. Thick overburden is present in the canyon bottom and on the right abutments. The upper area, located about 2 miles south of the headquarters of the Hardware Ranch, includes two possible dam …