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为了改善三峡工程通航建筑物工作条件，尽量解决通航建筑物上下游引航道及船闸取水口的泥沙淤积问题，根据三峡坝区泥沙和通航模型试验结果，对三峡工程通航建筑物整体布置方案及冲沙工程措施提出以下建议：（１）枢纽运行前期３０＋２年，在永久船闸第一闸首上游修建６６０ｍ长的短隔流堤，在升船机上游引航道右侧设置长２５０ｍ的浮式导航堤；（２）枢纽运行至３０＋２年，视碍航趋势，续建全包隔流堤；（３）临时船闸停航后，可改建２孔５．５ｍ×９．６ｍ的冲沙闸；（４）在永久船闸和升船机之间兴建一条冲沙隧洞，加大冲沙流量并保护永久船闸的侧向取水口。
In order to improve the working conditions of navigation structures of the Three Gorges Project and to try to solve the problem of sedimentation of water intake of upstream and downstream navigation channels and locks of navigation structures, according to the sediment and navigation model test results of the Three Gorges Dam area, (1) In the first 30 +2 years of the hub operation, a 660m long short-bank jetty shall be constructed on the upstream of the first gate lock of the permanent shiplock and a floating type of 250m long shall be provided on the right side of the upstream guideway of the shiplift Navigation embankment; (2) the hub will run for 30 + 2 years, depending on the navigation trend and the all-embarkment embankment will be renewed; (3) 2 holes of flushing sluice of 5.5m × 9.6m may be reconstructed after suspension of the temporary lock; 4) To construct a sand tunnel between the permanent ship lock and the shiplift to increase the flow of red mud and protect the lateral water intake of the permanent lock.