Laboratory study of a novel marsh shoreline protection structure: Wave reduction, silt-clay soil collection, and mathematical modeling

摘要

Shoreline erosion along open water bodies and waterways is a major cause in the conversion of wetlands and uplands to open water habitat. Conventional shoreline protective structures are expensive to construct in these environments, and may impede environmental exchanges essential for connectivity and functionality. The structure, Wave Suppression and Sediment Collection (WSSC) System that contains multiple Wave Robber (TM) units, is an alternative for shoreline protection that maintains environmental connectivity. The primary goals of this study are to evaluate the wave reduction and sediment collection performance of the unit as well as optimize its design. This study showed that the unit reduces 84 to 90% of the wave energy while collecting and retaining fine-grained sediment. A mathematical model fits the sediment collection data reasonably well with average correlation coefficients of about 0.87. Modeling results show that the sediment collection efficiency of the unit for fine-grained sediment is about 14%. Total area of flow through the unit was determined to be more important than the area distributed among the number and size of pipes. The sensitivity study shows that wave height and initial concentration are the most important factors effecting sediment collection. (C) 2015 Elsevier B.V. All rights reserved.