摘要
以扬州港护岸工程水下抛石原型试验成果.来率定水下抛石水平落距与水面流速、水深及块石质量之间的力学关系式,从而得到了运用于扬州港涨、落、平潮时期的水下抛石水平落距计算公式。
Based on the prototype experiment result of the underwater rubble stone for the bank protection work of Yangzhou Port, the mechanical relationship among the horizontal movement distance of underwater thrown stone and the surface velocity of flow, water depth and the stone mass is obtained and thus the calculation formulae for the horizontal movement distances of underwater thrown stone at rising tide period, ebb tide period and stable tide period separately in Yangzhou Port are derived.
出处
《水运工程》
北大核心
1997年第3期5-8,共4页
Port & Waterway Engineering
