| 潍坊寿光港区航道工程防沙堤平面布置形式研究 |
| |
| 引用本文： | 秦福寿,杨泽君,侯志强,刘涛,李姗.潍坊寿光港区航道工程防沙堤平面布置形式研究[J].水道港口,2014(2):141-147,170. |
| |
| 作者姓名： | 秦福寿 杨泽君 侯志强 刘涛 李姗 |
| |
| 作者单位： | [1]中交第一航务工程勘察设计院有限公司,天津300222 [2]天津市水利勘测设计院,天津300204 [3]交通运输部天津水运工程科学研究所工程泥沙交通行业重点实验室,天津300456 [4]中交天津港湾工程研究院有限公司,天津300222 |
| |
| 摘 要： | 采用波浪潮流泥沙数学模型试验手段,对潍坊寿光港区防沙堤建设中的平面布置形式进行研究。根据研究成果,建议选择北槽航道作为5 000 t级通海航道,航道走向63.5°~243.5°。防沙堤工程建议采用双导堤形式,其中北导堤应接岸。建议堤头可先达-4.0 m水深处,观测其堤头附近冲淤变化后,再决定是否继续向海延伸。
|
| 关 键 词： | 数学模型试验 防沙堤 平面布置 航道横流 航道淤积 |
Study on planar layout of breakwaters of Shouguang Harbor,Weifang |
| |
| QIN Fu-shou,YANG Ze-jun,HOU Zhi-qiang,LIU Tao,LI Shan.Study on planar layout of breakwaters of Shouguang Harbor,Weifang[J].Journal of Waterway and Harbour,2014(2):141-147,170. |
| |
| Authors: | QIN Fu-shou YANG Ze-jun HOU Zhi-qiang LIU Tao LI Shan |
| |
| Institution: | 1. CCCC First Harbor Consultants Co., Ltd., Tianjin 300222, China;2. Tianjin Water Survey and Design Institute, Tianjin 300204,China;3. Tianjin Research Institute for Water Transport Engineering, Key Laboratory of Engineering Sediment, Ministy of Transport, Tianjin 300456,China;4. Tianjin Port Engineering Institute Ltd. of CCCC First Harbor Engineering Company Ltd., Tianfin 300222,China) |
| |
| Abstract: | Based on the wave, hydrodynamic and sediment transport simulations, the planar layout of the breakwaters for Shouguang Harbor, Weifang was studied. The results show that the north canal can be used as the 5 000 t approach channel, and the channel trend is suggested as 63.5°-243.5°. As to the layout of the breakwaters, the double breakwaters are suggested, where the north breakwater should be linked to the shoreline. The breakwater tips should be located at -4.0 m at first, and then decide whether an extension is necessity. |
| |
| Keywords: | numerical modelling breakwater planar layout cross flow channel sedimentation |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
