直墙前破波波浪力──对修正过的Gota方法的探讨

IMECH-IR > 力学所知识产出(1956-2008)

	直墙前破波波浪力──对修正过的Gota方法的探讨
	齐桂萍
Source Publication	海岸工程
	1995
Volume	14 Pages:1-7
ISSN	1002-3682
Abstract	对被重新修正后的Goat在墙波压力计算方法进行了分析，主要是对其无因次波浪力随基床肩宽和相对波高的变化进行分析，结果发现，Goat法计算的无因次波浪力随基床肩宽的变化，有一最不利肩宽，此不利肩宽与相对波高无关；在同一水深条件下，Goat法计算的无因次波浪力随相对波高的增大而增大。此两点与试验数据不符。
Keyword	直墙堤破碎波基床
Language	中文
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/27098
Collection	力学所知识产出(1956-2008)
Corresponding Author	齐桂萍
Recommended Citation GB/T 7714	齐桂萍. 直墙前破波波浪力──对修正过的Gota方法的探讨[J]. 海岸工程,1995,14:1-7.
APA	齐桂萍.(1995).直墙前破波波浪力──对修正过的Gota方法的探讨.海岸工程,14,1-7.
MLA	齐桂萍."直墙前破波波浪力──对修正过的Gota方法的探讨".海岸工程 14(1995):1-7.

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