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Scouring and deposition processes resulting from variable rainfall and typhoon occurrence in tropical climatic conditions induce significant changes in the riverbeds of Taiwan.Along the Pachang River of western Taiwan,severe damage occurs during typhoons due to large and sudden variations in discharge,erosion,sediment transport and deposition.In order to simulate this process,the NETSTARS numerical modeling tool was used in the present paper.The influence of existing and planned check dam structures on flow control was also analyzed to determine their capacity to resist river erosion or to not be buried beneath sediments.Not only does the modeling tool allow calculation of the erosion-deposition behavior at the scale of the whole river,but it also provides local determination of the optimum location and characteristics such as foundation depth and lateral encroachment of future check dams.The results of a 10-year,long-term modeling simulation in terms of riverbed stability and scouring potential thus provide insights about unsafe future behavior at 4 sites.This numerical model provides a better general understanding and useful information for the optimal prevention of both the scouring damage and the burial related to sediment deposition with large changes in discharge and sediment transport.
Scouring and deposition processes resulting from variable rainfall and typhoon occurrence in tropical climatic conditions induce significant changes in the riverbeds of Taiwan.Along the Pachang River of western Taiwan, severe damage occurs during typhoons due to large and sudden variations in discharge, erosion, sediment transport and deposition.In order to simulate this process, the NETSTARS numerical modeling tool was used in the present paper. The influence of existing and planned check dam structures on flow control was also analyzed. determine capacity to resist river erosion or to not be be buried beneath sediments. Only does the modeling tool allow calculation of the erosion-deposition behavior at the scale of the whole river, but it also provides local determination of the optimum location and characteristics such as foundation depth and lateral encroachment of future check dams. results of a 10-year, long-term modeling simulation of terms of riverbed stability and scouring potential thus provide insights about unsafe future behavior at 4 sites.This numerical model provides a better general understanding and useful information for the optimal prevention of both the scouring damage and the burial related to sediment deposition with large changes in discharge and sediment transport.