In combination with the flow dynamic characteristics and riverbed evolution features of Fujiangsha reach, it is supposed to implement different training schemes at the channel segment. Based on the analytical results from mathematical modeling and physical modeling, a best comprehensive training effect can be obtained through implementing engineering measures to the sand body at Shuangjiansha segment, which shall be firstly stabilized for the training of Fujiangsha channel. Protection of Shuangjiansha reach is a key river regime control project for the development of Fujiangsha deepwater channel. This paper proposes a basic engineering scheme for the channel training at Fujiangsha reach by comparing schemes of different layout and elevation for the protection of Shuangjiansha reach.