摘要
根据鹅公岩大桥桥区河段水工模型试验资料，分析了大桥修建前后桥位处的通航净空尺度，桥区河段上、下行水流条件及航道尺度结果表明，鹅公岩大桥建桥后对通航影响甚小，鹅公岩大桥桥位及桥型方案是合理可行的。
Based on the data from the hydraulic model of E Gong Yan bridge, thenavigation clearance, downbound & upbound flow conditions at the bridge area, as well aschannel dimensions are analyzed. The result shows that the influence to navigation afterbuilding of E Gong Yan bridge is very few, and the location and pattern of E Gong Yanbridge are reasonable.
出处
《水运工程》
北大核心
1999年第4期26-29,50,共5页
Port & Waterway Engineering
