| 连云港港30万吨级航道工程导标设计 |
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| 引用本文： | 朱 飞,丁鸿林.连云港港30万吨级航道工程导标设计[J].水运工程,2012(12):78-82. |
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| 作者姓名： | 朱 飞 丁鸿林 |
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| 作者单位： | 中交上海航道勘察设计研究院有限公司,上海,200120 |
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| 摘 要： | 连云港港30万吨级航道工程导标的设计,需要统筹兼顾现阶段和远期航道建设规模条件下船舶通航需要.外航道外段长41.5 km,轴线延长线方向为旗台山,后方地势较高,受地形因素限制,前后导标间距不宜过大,仅能满足重点航段船舶导航需要,为解决近端盲区的问题,设置第3座导标；徐圩航道长20.1 km,轴线延长线方向地势平坦,建设条件较好,基本可满足全航段导航的需要,但导标塔身高度较高.
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| 关 键 词： | 连云港港30万吨级航道 导标 外航道 徐圩航道 |
Design of leading mark for 300 000 DWT approach channel of Lianyungang port |
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| ZHU Fei and DING Hong-lin.Design of leading mark for 300 000 DWT approach channel of Lianyungang port[J].Port & Waterway Engineering,2012(12):78-82. |
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| Authors: | ZHU Fei and DING Hong-lin |
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| Institution: | Shanghai Waterway Engineering Design and Consulting Co., Ltd., Shanghai 200120, China;Shanghai Waterway Engineering Design and Consulting Co., Ltd., Shanghai 200120, China |
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| Abstract: | The design of leading marks for the 300 000 DWT approach channel of Lianyungang port needs to give an overall consideration to the navigation needs of vessels under the conditions of current and long-term channel development. The outer channel is 35.6 km long and extends its axis to the direction of Qitai moutain, where the terrain is higher and thus leading marks should not be arranged far apart due to topographic restrictions, they can only meet the navigation need at key sections; Xuwei channel is 20.1 km long and the terrain along its axial extension direction is flat with better construction conditions, while the beacon tower is high. |
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| Keywords: | Lianyungang port 300 000 DWT channel leading dike outer channel Xuwei channel |
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