Thank you, Mr. Chair.
As you said, my name is Colin Rennie. I'm a professor at the University of Ottawa in the Department of Civil Engineering, with particular expertise in river engineering.
Thank you for this opportunity to make a presentation to the committee.
At the outset, I wish to pay respect to the Algonquin people, who have a long-standing relationship with this territory, which remains unceded. Furthermore, I also wish to state my appreciation for the collaboration of the Mohawks of Akwesasne in the work I will be presenting.
I will begin by presenting an overview of the influence of ship wake on shoreline erosion and then I will briefly discuss details of the ongoing research project we have undertaken.
Ship wake has been demonstrated in several previous studies to contribute to shoreline erosion. Ship waves can suspend nearshore and bank sediments. If these sediments are then transported offshore or downstream by currents or waves, it can lead to bank recession.
The likelihood of a ship wake contributing to bank erosion depends on the power of the waves, the water surface elevation with respect to the bank and bank characteristics that dictate the bank stability, such as bank angle, sediment grain size, consolidation, pore pressure and vegetation.
The waves produced by a large ship in a narrow waterway such as a river depend on many factors, including the size and draft of the ship, the speed of the ship, the river width and depth, the channel's form and how near the ship passes to the shoreline. In general, bigger, faster ships in narrower, shallower channels make bigger waves.
In addition to a train of smaller short-period waves, large ships in narrow rivers produce a succession of long-period waves—very long waves—beginning with a deep drawdown followed by a subsequent surge back up. The drawdown occurs because the ship draws water toward itself due to the buildup of water on the bow of the ship, as well as because flow accelerates on the side of the ship. The drawdown and surge can be the dominant source of erosive wave energy produced by ships.
Also, though, river currents, wind waves, ice scour, water level fluctuations and tidal flows can cause erosion. The importance of these sources at a particular site depends on many factors, such as climate and river discharge, as well as the size, morphology, slope, orientation and proximity to the ocean of that river channel. Each of these sources is a complicated process, and the sources can occur simultaneously; thus, it is difficult to tease apart the mechanisms.
Also, shoreline recession is often relatively slow and incremental compared with, let's say, an individual wave action. That's an added complication to identifying the source. Nonetheless, ship-induced waves can be the dominant source of shoreline erosion at some locations in sufficiently narrow lowland rivers with low currents, limited wind waves and high ship traffic.
For example, Gaskin et al., in 2003, suggested the drawdown and surge wave heights of 0.5 to 1 metre generated by passing ships in the St. Lawrence Seaway downstream of Montreal at the Îles de Verchères can play a dominant role in clay bank shoreline erosion. Similarly, in a more recent study, there are locations on the Meuse River in the Netherlands where bank erosion due to ship waves at low flows has exceeded bank erosion due to river currents at high flows.
As introduced by Dr. Ridal, this year we have initiated a study to understand the relative importance of ship-induced waves on shoreline erosion in the upper St. Lawrence. As a first step, data have been collected at two shoreline locations: at Mariatown near Morrisburg, upstream of Cornwall, and at Jacobs Island in Akwesasne territory near Summerstown, downstream of Cornwall.
At the Mariatown location, satellite image analysis between 1995 and 2020 suggests shoreline recession rates of about 0.3 metres per year. Each location has three sampling sites with different exposures to help differentiate ship wake from wind waves. At each sampling site, synchronous time series of nearshore water level fluctuations as well as turbidity are being collected. Further, the river flow field has been surveyed at each location to map water velocities and depths.
Data collection will continue next year, and then numerical models will be developed to assess the relative influences of ship wake, wind waves and river currents on shoreline erosion.
The water level and turbidity data collected this year are currently being analyzed. Initial results suggest that the ship-induced primary wave heights associated with drawdown and subsequent surge have a range of about 20 to 30 centimetres, and that these events do resuspend nearshore sediments. However, at this stage of research, it is premature to draw conclusions regarding the relative influence of ship wake on shoreline erosion.
Thank you. I'll take questions as you wish.