You are encouraged to attend the defence. The details of the defence and how to attend are included below: 

DATE: July 29, 2024

TIME: 10:00 AM (PT)

DEFENCE MODE: Hybrid

In-Person Attendance: Senate Chambers, UNBC Prince George Campus 

Virtual Attendance: Zoom 

Please contact the Office of Graduate Administration for information regarding remote attendance for online defences.

To ensure the defence proceeds with no interruptions, please mute your audio and video on entry and do not inadvertently share your screen. The meeting will be locked to entry 5 minutes after it begins: ensure you are on time. 

DISSERTATION ENTITLED: REDUCTION OF LOCAL SCOUR AT BRIDGE ABUTMENT BY APPLICATION OF SPUR DIKE UNDER ICE-COVERED CONDITIONS - AN EXPERIMENTAL STUDY

ABSTRACT: Local scour around bridge abutments and piers presents a significant challenge in hydraulic engineering, threatening the structural integrity of bridges. Scour refers to removing sediment around bridge foundations due to high-velocity flow and turbulence from water passing around these structures. This process can undermine the stability of bridges by exposing and weakening their foundations, potentially leading to failures and catastrophic collapses. Several factors contribute to scour, including water flow characteristics, surface conditions, hydraulic structure features, and riverbed geomorphology.

Effective mitigation of scour is essential to ensure bridge safety and longevity. Traditional methods, such as riprap, concrete aprons, and various hydraulic structures, aim to alter flow patterns and reduce erosive forces. However, these methods can be constrained by environmental conditions and site-specific characteristics. This research explores using spur dikes, hydraulic structures extending from the riverbank to redirect the flow, to mitigate local scour at bridge abutments, especially under ice cover conditions. The study utilizes a large-scale outdoor hydraulic flume at the Quesnel River Research Center in British Columbia, Canada. The flume measures 38.5 meters in length, 2 meters in width, and 1.3 meters in depth, with a longitudinal bed slope of 0.2% to replicate natural flow conditions with non-uniform flow characterized by longitudinal variations in water depth. Two sandboxes are filled with natural sediments of different median grain sizes (0.48 mm, 0.60 mm, and 0.90 mm) to replicate riverbed conditions.

Spur dikes made from marine plywood were positioned upstream of the abutment (25 cm and 50 cm) and at different alignment angles (45º, 60º, 90º) in the flume. Abutments constructed from galvanized plates were installed in the sandboxes. Styrofoam panels simulated smooth and rough ice cover conditions, with smooth panels representing natural sheet ice and rough panels mimicking ice jams through attached Styrofoam cubes. Flow rate and water depth were measured using a SonTek-IQ Plus, an advanced instrument with six sensors for comprehensive flow field coverage and high-accuracy data collection. Acoustic Doppler Velocimetry (ADV) captured detailed 3D velocity components and turbulence intensities, measuring the velocity of scattering particles in the flow to provide insights into complex flow dynamics around the spur dikes and abutments.

This experimental study aims to enhance understanding of scour dynamics by investigating the interactions between different spur dike configurations, flow conditions, and ice cover types. It provides detailed insights into how these factors influence local scour and sediment transport processes. Additionally, the study seeks a comprehensive understanding of the flow field and 3D velocity distribution around spur dikes under various conditions, analyzing the effects of different alignment angles and ice cover on flow patterns and turbulence structure, which are critical for predicting and mitigating scour. Another goal is to develop effective scour mitigation strategies, identifying optimal configurations that provide maximum protection under various hydraulic and environmental conditions. Overall, the combined studies aim to advance the field of hydraulic engineering by offering practical solutions for mitigating scour-related risks, thereby ensuring the stability and safety of bridge abutments in diverse hydraulic environments.

COMMITTEE MEMBERSHIP: 

Chair: Dr. Deborah Roberts, University of Northern British Columbia 

Examining Committee Members: 

Supervisor: Dr. Jueyi Sui, University of Northern British Columbia 

Committee Member: Dr. Faran Ali, University of Northern British Columbia 

Committee Member: Dr. Wenbo Zheng, University of Northern British Columbia 

Committee Member: Dr. Liang Chen, University of Northern British Columbia 

External Examiner: Dr. Peng Wu, University of Regina