Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour.

Donal Ryan, Gerard Hamill, Brian Solan , Robert Ettema

Research output: Contribution to conferencePaper

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Abstract

In recent years, the increased frequency of extreme rainfall events has led to many bridge failures throughout the UK and Ireland. Particularly vulnerable are short span bridges, which typically include arch structures, where abutments and piers are quickly scoured at their foundations. Several bridges have collapsed under flood conditions and, recently, such events have occurred in Northern England during the floods during the latter part of 2015. This paper is the result of an on-going experimental investigation, funded by The Royal Society, where arch bridge scale models are subjected to pressurised flow. Results demonstrate the nature of the upstream and downstream velocity distributions, and resulting scour profiles. The study provides an insight into the significance of pressurised flow on the depth and extent of scour when compared to normal open channel conditions. Measurements of velocities were taken using Acoustic Doppler Velocimeter (ADV), where significant increases in bed velocities are experienced as the flow passes under the arch. Scour depth was measured using a 3D laser scanner, which verified the shape of the resulting scour hole. The outcome of this paper is the demonstration of the severity of scour within the vicinity of an inundated arch bridge structure. It highlights the likely risks to long term stability, identifying depth locations to consider in relation to protection against local scour.
Original languageEnglish
Number of pages6
Publication statusPublished - 29 Aug 2016
EventCivil Engineering Research in Ireland 2016 - , Ireland
Duration: 29 Aug 201630 Aug 2016

Conference

ConferenceCivil Engineering Research in Ireland 2016
Abbreviated titleCERAI 2016
CountryIreland
Period29/08/1630/08/16

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acoustics
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Ryan, D., Hamill, G., Solan , B., & Ettema, R. (2016). Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour.. Paper presented at Civil Engineering Research in Ireland 2016, Ireland.
Ryan, Donal ; Hamill, Gerard ; Solan , Brian ; Ettema, Robert . / Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour. Paper presented at Civil Engineering Research in Ireland 2016, Ireland.6 p.
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title = "Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour.",
abstract = "In recent years, the increased frequency of extreme rainfall events has led to many bridge failures throughout the UK and Ireland. Particularly vulnerable are short span bridges, which typically include arch structures, where abutments and piers are quickly scoured at their foundations. Several bridges have collapsed under flood conditions and, recently, such events have occurred in Northern England during the floods during the latter part of 2015. This paper is the result of an on-going experimental investigation, funded by The Royal Society, where arch bridge scale models are subjected to pressurised flow. Results demonstrate the nature of the upstream and downstream velocity distributions, and resulting scour profiles. The study provides an insight into the significance of pressurised flow on the depth and extent of scour when compared to normal open channel conditions. Measurements of velocities were taken using Acoustic Doppler Velocimeter (ADV), where significant increases in bed velocities are experienced as the flow passes under the arch. Scour depth was measured using a 3D laser scanner, which verified the shape of the resulting scour hole. The outcome of this paper is the demonstration of the severity of scour within the vicinity of an inundated arch bridge structure. It highlights the likely risks to long term stability, identifying depth locations to consider in relation to protection against local scour.",
author = "Donal Ryan and Gerard Hamill and Brian Solan and Robert Ettema",
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note = "Civil Engineering Research in Ireland 2016, CERAI 2016 ; Conference date: 29-08-2016 Through 30-08-2016",

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Ryan, D, Hamill, G, Solan , B & Ettema, R 2016, 'Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour.' Paper presented at Civil Engineering Research in Ireland 2016, Ireland, 29/08/16 - 30/08/16, .

Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour. / Ryan, Donal; Hamill, Gerard ; Solan , Brian ; Ettema, Robert .

2016. Paper presented at Civil Engineering Research in Ireland 2016, Ireland.

Research output: Contribution to conferencePaper

TY - CONF

T1 - Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour.

AU - Ryan, Donal

AU - Hamill, Gerard

AU - Solan , Brian

AU - Ettema, Robert

PY - 2016/8/29

Y1 - 2016/8/29

N2 - In recent years, the increased frequency of extreme rainfall events has led to many bridge failures throughout the UK and Ireland. Particularly vulnerable are short span bridges, which typically include arch structures, where abutments and piers are quickly scoured at their foundations. Several bridges have collapsed under flood conditions and, recently, such events have occurred in Northern England during the floods during the latter part of 2015. This paper is the result of an on-going experimental investigation, funded by The Royal Society, where arch bridge scale models are subjected to pressurised flow. Results demonstrate the nature of the upstream and downstream velocity distributions, and resulting scour profiles. The study provides an insight into the significance of pressurised flow on the depth and extent of scour when compared to normal open channel conditions. Measurements of velocities were taken using Acoustic Doppler Velocimeter (ADV), where significant increases in bed velocities are experienced as the flow passes under the arch. Scour depth was measured using a 3D laser scanner, which verified the shape of the resulting scour hole. The outcome of this paper is the demonstration of the severity of scour within the vicinity of an inundated arch bridge structure. It highlights the likely risks to long term stability, identifying depth locations to consider in relation to protection against local scour.

AB - In recent years, the increased frequency of extreme rainfall events has led to many bridge failures throughout the UK and Ireland. Particularly vulnerable are short span bridges, which typically include arch structures, where abutments and piers are quickly scoured at their foundations. Several bridges have collapsed under flood conditions and, recently, such events have occurred in Northern England during the floods during the latter part of 2015. This paper is the result of an on-going experimental investigation, funded by The Royal Society, where arch bridge scale models are subjected to pressurised flow. Results demonstrate the nature of the upstream and downstream velocity distributions, and resulting scour profiles. The study provides an insight into the significance of pressurised flow on the depth and extent of scour when compared to normal open channel conditions. Measurements of velocities were taken using Acoustic Doppler Velocimeter (ADV), where significant increases in bed velocities are experienced as the flow passes under the arch. Scour depth was measured using a 3D laser scanner, which verified the shape of the resulting scour hole. The outcome of this paper is the demonstration of the severity of scour within the vicinity of an inundated arch bridge structure. It highlights the likely risks to long term stability, identifying depth locations to consider in relation to protection against local scour.

M3 - Paper

ER -

Ryan D, Hamill G, Solan B, Ettema R. Arch Bridges under flood conditions, a study of the velocity distributions, and the resulting bed scour.. 2016. Paper presented at Civil Engineering Research in Ireland 2016, Ireland.