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根据水工模型试验研究和工程现场考察，对漫水丁坝附近的水流结构，河床变形的特点进行了分析和研究；以不漫水丁坝为基础，提出了漫水丁坝冲刷深度的计算方法；从总结工程实践经验出发，提出了关于坝型、不同地区、不同河段等条件下修建漫水丁坝及丁坝群方面的建议。
According to the hydraulic model test and field investigation, the characteristics of water flow structure and riverbed deformation around the diffused barrage are analyzed and studied. Based on the non-floodgating dam, the calculation method of the depth of scouring of the barrage is proposed. Based on the experience of engineering practice, the author puts forward some suggestions on the construction of flood-type groins and groins under the condition of dam type, different regions and different river sections.