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요약정보
宽肩台斜坡堤堤头稳定性试验研究 / Stability study on the wide-berm breakwater head by model experiment
Resource Type
Academic Journal
Authors
张兵
;
刘鸣洋
;
朱颖涛
;
陈汉宝
;
ZHANG Bing
;
LIU Ming-yang
;
ZHU Ying-tao
;
CHEN Han-bao
Source
水道港口 / Journal of Waterway and Harbor
. 43(1):35-42
Subject
宽肩台斜坡堤
堤头
稳定性
模型试验
Language
Chinese
ISSN
1005-8443
Online Access
Find it @ DONGA
초록
文章通过三维模型试验研究斜向波浪作用下宽肩台斜坡堤堤头护面和护底的稳定性,针对堤头护面块石和护底块石等不同优化方案,对比了块石稳定重量和利用《防波堤与护岸设计规范》中宽肩台斜坡堤护面块石重量公式所得计算结果.试验结果表明:斜向浪作用下,以堤头端点为圆心,高水位情况下护底块石主要沿径向推移至肩台,而低水位情况下则沿环向往堤头两侧发生输移;宽肩台斜坡堤堤头护面块石的S形动态稳定剖面特征随着块石重量的增加而减弱,堤头护面块石所需稳定重量一般为堤身块石的1.6~3.1倍;相比断面试验,三维试验能够反映斜向浪作用下堤头的空间形态变化规律.
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