Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations

abstract: Fluctuating flow releases on regulated rivers destabilize downstream riverbanks, causing unintended, unnatural, and uncontrolled geomorphologic changes. These flow releases, usually a result of upstream hydroelectric dam operations, create manmade tidal effects that cause significant envir...

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Bibliographic Details
Other Authors: Travis, Quentin Brent (Author)
Format: Doctoral Thesis
Language:English
Published: 2010
Subjects:
Online Access:http://hdl.handle.net/2286/R.I.8647
id ndltd-asu.edu-item-8647
record_format oai_dc
spelling ndltd-asu.edu-item-86472018-06-22T03:01:08Z Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations abstract: Fluctuating flow releases on regulated rivers destabilize downstream riverbanks, causing unintended, unnatural, and uncontrolled geomorphologic changes. These flow releases, usually a result of upstream hydroelectric dam operations, create manmade tidal effects that cause significant environmental damage; harm fish, vegetation, mammal, and avian habitats; and destroy riverbank camping and boating areas. This work focuses on rivers regulated by hydroelectric dams and have banks formed by sediment processes. For these systems, bank failures can be reduced, but not eliminated, by modifying flow release schedules. Unfortunately, comprehensive mitigation can only be accomplished with expensive rebuilding floods which release trapped sediment back into the river. The contribution of this research is to optimize weekly hydroelectric dam releases to minimize the cost of annually mitigating downstream bank failures. Physical process modeling of dynamic seepage effects is achieved through a new analytical unsaturated porewater response model that allows arbitrary periodic stage loading by Fourier series. This model is incorporated into a derived bank failure risk model that utilizes stochastic parameters identified through a meta-analysis of more than 150 documented slope failures. The risk model is then expanded to the river reach level by a Monte Carlos simulation and nonlinear regression of measured attenuation effects. Finally, the comprehensive risk model is subjected to a simulated annealing (SA) optimization scheme that accounts for physical, environmental, mechanical, operations, and flow constraints. The complete risk model is used to optimize the weekly flow release schedule of the Glen Canyon Dam, which regulates flow in the Colorado River within the Grand Canyon. A solution was obtained that reduces downstream failure risk, allows annual rebuilding floods, and predicts a hydroelectric revenue increase of more than 2%. Dissertation/Thesis Travis, Quentin Brent (Author) Mays, Larry (Advisor) Schmeeckle, Mark (Committee member) Houston, Sandra (Committee member) Arizona State University (Publisher) Civil Engineering Geomorphology dams geomorphology groundwater matric suction optimization eng 270 pages Ph.D. Civil and Environmental Engineering 2010 Doctoral Dissertation http://hdl.handle.net/2286/R.I.8647 http://rightsstatements.org/vocab/InC/1.0/ All Rights Reserved 2010
collection NDLTD
language English
format Doctoral Thesis
sources NDLTD
topic Civil Engineering
Geomorphology
dams
geomorphology
groundwater
matric suction
optimization
spellingShingle Civil Engineering
Geomorphology
dams
geomorphology
groundwater
matric suction
optimization
Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations
description abstract: Fluctuating flow releases on regulated rivers destabilize downstream riverbanks, causing unintended, unnatural, and uncontrolled geomorphologic changes. These flow releases, usually a result of upstream hydroelectric dam operations, create manmade tidal effects that cause significant environmental damage; harm fish, vegetation, mammal, and avian habitats; and destroy riverbank camping and boating areas. This work focuses on rivers regulated by hydroelectric dams and have banks formed by sediment processes. For these systems, bank failures can be reduced, but not eliminated, by modifying flow release schedules. Unfortunately, comprehensive mitigation can only be accomplished with expensive rebuilding floods which release trapped sediment back into the river. The contribution of this research is to optimize weekly hydroelectric dam releases to minimize the cost of annually mitigating downstream bank failures. Physical process modeling of dynamic seepage effects is achieved through a new analytical unsaturated porewater response model that allows arbitrary periodic stage loading by Fourier series. This model is incorporated into a derived bank failure risk model that utilizes stochastic parameters identified through a meta-analysis of more than 150 documented slope failures. The risk model is then expanded to the river reach level by a Monte Carlos simulation and nonlinear regression of measured attenuation effects. Finally, the comprehensive risk model is subjected to a simulated annealing (SA) optimization scheme that accounts for physical, environmental, mechanical, operations, and flow constraints. The complete risk model is used to optimize the weekly flow release schedule of the Glen Canyon Dam, which regulates flow in the Colorado River within the Grand Canyon. A solution was obtained that reduces downstream failure risk, allows annual rebuilding floods, and predicts a hydroelectric revenue increase of more than 2%. === Dissertation/Thesis === Ph.D. Civil and Environmental Engineering 2010
author2 Travis, Quentin Brent (Author)
author_facet Travis, Quentin Brent (Author)
title Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations
title_short Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations
title_full Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations
title_fullStr Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations
title_full_unstemmed Ebb and Flow: Preserving Regulated Rivers Through Strategic Dam Operations
title_sort ebb and flow: preserving regulated rivers through strategic dam operations
publishDate 2010
url http://hdl.handle.net/2286/R.I.8647
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