Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events

The leading cause of bridge failure has often been identified as bridge scour, which is generally defined as the erosion or removal of streambed and/or bank material around bridge foundations due to flowing water. These scour critical bridges are particularly vulnerable during extreme flood events,...

Full description

Bibliographic Details
Main Author: Brand, Matthew Willi
Format: Others
Language:en
Published: ScholarWorks @ UVM 2016
Subjects:
Online Access:http://scholarworks.uvm.edu/graddis/636
http://scholarworks.uvm.edu/cgi/viewcontent.cgi?article=1635&context=graddis
id ndltd-uvm.edu-oai-scholarworks.uvm.edu-graddis-1635
record_format oai_dc
spelling ndltd-uvm.edu-oai-scholarworks.uvm.edu-graddis-16352017-03-17T08:45:03Z Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events Brand, Matthew Willi The leading cause of bridge failure has often been identified as bridge scour, which is generally defined as the erosion or removal of streambed and/or bank material around bridge foundations due to flowing water. These scour critical bridges are particularly vulnerable during extreme flood events, and pose a major risk to human life, transportation infrastructure, and economic sustainability. Climate change is increasing the intensity and persistence of large flow events throughout the world, further straining bridge infrastructure. Retrofitting the thousands of undersized and scour critical bridges to more rigorous standards is prohibitively expensive, and current countermeasures inadequately address the core problems related to bridge scour. This research tested the efficacy of using approach embankments as intentional sacrificial "fuses" to protect the integrity of bridges with minimal damage during large flow events by allowing the streams to access their natural floodplain and reduce channel velocities. The concept was evaluated using the Hydrologic Engineering Center's River Analysis System (HEC-RAS) models. Steady flow models were developed for three specific bridges on two river reaches. Bayesian streamflow return period estimators were developed for both river reaches using available United States Geological Survey (USGS) stream gauge data to evaluate sacrificial embankments under non-stationary climatic conditions. Fuse placement was determined to be a cost effective scour mitigation strategy for bridges with suboptimal hydraulic capacity and unknown or shallow foundations. Additional benefits of fuses include reductions in upstream flood stage and velocity. 2016-01-01T08:00:00Z text application/pdf http://scholarworks.uvm.edu/graddis/636 http://scholarworks.uvm.edu/cgi/viewcontent.cgi?article=1635&context=graddis Graduate College Dissertations and Theses en ScholarWorks @ UVM Bridge Climate Change Flooding Fuse Nonstationarity Sacrificial Embankment Civil Engineering Environmental Engineering
collection NDLTD
language en
format Others
sources NDLTD
topic Bridge
Climate Change
Flooding
Fuse
Nonstationarity
Sacrificial Embankment
Civil Engineering
Environmental Engineering
spellingShingle Bridge
Climate Change
Flooding
Fuse
Nonstationarity
Sacrificial Embankment
Civil Engineering
Environmental Engineering
Brand, Matthew Willi
Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events
description The leading cause of bridge failure has often been identified as bridge scour, which is generally defined as the erosion or removal of streambed and/or bank material around bridge foundations due to flowing water. These scour critical bridges are particularly vulnerable during extreme flood events, and pose a major risk to human life, transportation infrastructure, and economic sustainability. Climate change is increasing the intensity and persistence of large flow events throughout the world, further straining bridge infrastructure. Retrofitting the thousands of undersized and scour critical bridges to more rigorous standards is prohibitively expensive, and current countermeasures inadequately address the core problems related to bridge scour. This research tested the efficacy of using approach embankments as intentional sacrificial "fuses" to protect the integrity of bridges with minimal damage during large flow events by allowing the streams to access their natural floodplain and reduce channel velocities. The concept was evaluated using the Hydrologic Engineering Center's River Analysis System (HEC-RAS) models. Steady flow models were developed for three specific bridges on two river reaches. Bayesian streamflow return period estimators were developed for both river reaches using available United States Geological Survey (USGS) stream gauge data to evaluate sacrificial embankments under non-stationary climatic conditions. Fuse placement was determined to be a cost effective scour mitigation strategy for bridges with suboptimal hydraulic capacity and unknown or shallow foundations. Additional benefits of fuses include reductions in upstream flood stage and velocity.
author Brand, Matthew Willi
author_facet Brand, Matthew Willi
author_sort Brand, Matthew Willi
title Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events
title_short Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events
title_full Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events
title_fullStr Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events
title_full_unstemmed Use Of Sacrificial Embankments To Minimize Bridge Damage From Scour During Extreme Flow Events
title_sort use of sacrificial embankments to minimize bridge damage from scour during extreme flow events
publisher ScholarWorks @ UVM
publishDate 2016
url http://scholarworks.uvm.edu/graddis/636
http://scholarworks.uvm.edu/cgi/viewcontent.cgi?article=1635&context=graddis
work_keys_str_mv AT brandmatthewwilli useofsacrificialembankmentstominimizebridgedamagefromscourduringextremeflowevents
_version_ 1718433381810700288