Low-lying, densely-populated coastal areas across the world are under threat of hurricane-induced floods. This is the case in, among others, the Galveston Bay Area. In response to this threat the USACE (United States Corps of Engineers) recommended a plan to reduce the risk of flooding, through a range of measures to form a resilient coast of Texas. This plan includes a storm surge barrier at Bolivar Roads in Galveston Bay, whilst the other inlet at San Luis Pass remains open for environmental reasons. Leaving the San Luis Pass open still results in a significant rise in the water level of Galveston Bay, so finding a way to close the San Luis Pass is preferred. Therefore, this thesis researches a barrier for the San Luis Pass to contribute to a resilient Texan coast whilst also taking the local natural habitat into account. The methodology combines the concept of 'Building with Nature' and the civil engineering design method. The methodology incorporates the flood safety, ecological values, and socio-economic aspect into the design process. A conventional storm surge barrier does not fulfill all the requirements and criteria for the San Luis Pass. This research thus proposes a new, innovative type of storm surge barrier: The Shade Curtain Barrier. The shade curtain barrier functions by being rolled down in extreme conditions and stored under the bridge under normal conditions. The two main advantages are that no bottom protection is required and the view is hardly disrupted. Concluding, the shade curtain barrier is a promising solution for a storm surge barrier at the San Luis Pass to contribute to a resilient Texas coast.

The City of Galveston is protected from extreme storm impact by a 17-km concrete seawall facing the Gulf of Mexico. Recent investigations have shown that the seawall may not be sufficient any more to protect against a 1 in 100 year design storm. Since raising the seawall disconnects the city from the beach and may be very costly, a hybrid approach is being discussed in which the existing hard structure is covered by a dune. This numerical model study investigates the hydro- and morphodynamic effects of adding a sand cover to the Galveston Seawall under extreme storm conditions.