摘要
码头岸线呈折线布置,是海港总平面布置的常见形式,现行规范在计算转折处泊位长度时,没有给出折角两侧泊位等级不相同情况下的有关规定。提出了折角两侧泊位等级相同或不相同情况下都可以应用的折角处富裕长度计算式,并提出了相关建议。
Polyline wharf layout is often used in seaport.For the different classification of berth situated eachside of the comer, the provisions of berth length are not specific by current design code of general layout for seaports.In this paper, more generic formula of affluence length for same or different classification of berth andproposals to current design code are given.
出处
《水运工程》
北大核心
2016年第11期105-107,156,共4页
Port & Waterway Engineering