Tag Archives: Jenero Knowles
Team Photo 2026

Front (left to right): Sarah Grace Lott, Nicole Arrigo, Nahruma Pieu, Seun Omogbehin, Caroline Collins. Middle (left to right): Katherine Couch, Molly McKenna, Casey Dietrich, Kira Nuviae. Back (left to right) Liam Ryan, Jenero Knowles, Maren Goodman.
News: Winners at CCEE 3MT
Coastal Engineering Student Takes Home 1st Place Prize at 3MT Competition

“The work of civil, construction, and environmental engineers impacts communities, and part of the education students receive here is to ensure they are prepared to communicate effectively with stakeholders they will encounter in their careers,” Kittle Autry said.
As for advice to next year’s participants, Lott said to simply have fun with it.
“This has nothing to do with pressure,” Lott said. “It’s a way to step out of your normal day to day and get a different kind of experience.”
Sarah Grace and Jenero win Awards at CCEE 3MT

Sarah Grace accepts her award from Dr. Meagan Kittle Autry.
Jenero Knowles was the People’s Choice Award, as voted by attendees of the event. He presented one slide about his worst-possible storm framework as part of our DOD ESTCP project.

Jenero accepts his award from Dr. Meagan Kittle Autry.
Congratulations to Sarah Grace and Jenero!
Posters: EWC Symposium 2026

Spatial and temporal controls within a coupled spectral wave and circulation model.

Community-Informed modeling of storm surge adaptations on barrier islands.

Baroclinic 3D modeling of circulation patterns in the Pamlico-Albemarle Sound System

Identifying the Extreme Scenario of Storm Tides from Tropical Cyclones in Coastal Communities.
Proposal Defense: Jenero Knowles
Ranges of Peak Storm Tides Between Open‐Coast and Bay Locations
Storm tides — the combination of tides and storm surge — cause flooding in coastal regions, often with differences in magnitudes between the open coast and locations within water bodies like bays and estuaries. Previous studies have shown that storm surge is sensitive to the storm’s wind intensity, speed, and track; the coast’s geometry and relative position to the storm; and also to nonlinear interactions with tides. These sensitivities have been documented at either open coast or bay locations, but without comparing or quantifying the differences in behavior between them, even though these differences may have implications for risk management. This study examines the range of peak storm tides within the Lower Chesapeake Bay, which has vulnerable communities at the open coast, like Virginia Beach, and inside the bay near the James River, like Hampton and Norfolk. A high‐resolution model was developed for the region and validated against observations of water levels during Hurricane Irene in 2011. Storm parameters were perturbed to analyze the variation in storm tide ranges. It was found that the range of possible storm tides was greater at bay locations than at the open coast, by as much as 47%. This higher variability at the bay locations was due to sensitivities to storm parameters like the wind intensity and storm tracks, which led to storm tide peaks outside of the interquartile range. This finding highlights the importance of understanding the uncertainty in storm forecasts concerning future possible impacts in complex coastal regions.