位置:首页 >> 期刊文章
|
摘要:
|
本文根据对桩基透空堤的试验研究 ,分析了小间距直桩式、栅栏式和直立挡板式等三种不同形式桩基透空堤的特点及其所具有的不同透空率与透浪系数间的联系 ,比较了几种透浪系数的计算结果 ,并提出了挡浪效果和消能效果都比较好的新的桩基透空堤断面的设想 ,供进一步研究
|
According to the results of the experimental research into the permeable breakwaters on pile foundations, the characteristics of three different types of permeable breakwaters built on pile foundations-breakwaters on close space piles, fence screening type, and vertical thin barriers,are analyzed in the paper. The relationship of the permeability of the breakwaters to the wave transmission factors is also analyzed. With the comparison of the calculated results of several transmission factors,a new type of permeable breakwater with better wave baffling and energy absorbing is proposed for further study and research.
|
基金项目:
|
|
作者简介:
|
|
参考文献:
|
[1] WiegelR L.Closely spaced piles as a breakwater[J].Dockand harbour authority,1961,42(491).
[2] HayashiT et al.Hydraulic research on close spaced pilebreakwaters[A ],Proc.Of the10 th coastal eng.conf.,Vol.[c].1996.
[3] HerbichJ B,DouglasB.Wave transmission through adouble row pile breakwater[A ].Proc.of the21st intal.conf.on coastal eng[c].ASCE,1988.
[4] 嵊泗县中心渔港防波堤消浪研究特性报告[R].大连:大连理工大学土木系海动研究室,1990.
[5] 苍南县炎亭渔港二期工程透空式防波堤断面波浪模型实验[R].南京:河海大学交通与海洋工程学院,2002.
[6] 福建黄岐渔港多层挡浪板桩基透空式防波堤断面波浪实验报告[R].南京:河海大学海岸及海洋工程研究所,1995.
[7] WiegelR L.Transmission of waves past a rigid vertical thinbarrier[J].J.of theWaterways andHarbours division,1960,86(WW1).
[8] KriebelD L ,BollmannC A.Wave transm ission pastvertical wave barriers[A].Proc.of the25 th coastal eng.conf.,Vol.2[c].1996.
[9] JTJ298-98,防波堤设计与施工规范[S].
[10] 麻志雄等.透空式防波堤消浪性能试验研究[R].南京:南京水利科学研究院
|
服务与反馈:
|
【文章下载】【加入收藏】
|
|
|
|