风浪联合作用下电厂码头驳船系泊试验研究
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Research on mooring test of barge in power station under combined action of wind and wave
  • 作者:耿宝磊 ; 李伟迁 ; 李焱 ; 高峰
  • 英文作者:GENG Bao-lei;LI Wei-qian;LI Yan;GAO Feng;Tianjin Research Institute for Water Transport Engineering,National Engineering Laboratory for Port Hydraulic Construction Technology,Key Laboratory of Engineering Sediment,Ministry of Transport;College of Harbor,Coastal and Offshore Engineering,Hohai University;School of Civil Engineering,Tianjin University;
  • 关键词:驳船 ; 风浪联合 ; 撞击力 ; 系缆力 ; 运动量
  • 英文关键词:barge;;combination of wind and wave;;impact force;;mooring force;;movement
  • 中文刊名:SDGK
  • 英文刊名:Journal of Waterway and Harbor
  • 机构:交通运输部天津水运工程科学研究所港口水工建筑技术国家工程实验室工程泥沙交通行业重点实验室;河海大学港口海岸与近海工程学院;天津大学建筑工程学院;
  • 出版日期:2018-12-28
  • 出版单位:水道港口
  • 年:2018
  • 期:v.39;No.181
  • 基金:对发展中国家科技援助项目(KY201601001);; 中央级科研院所基本科研业务费资助项目(TKS170217)
  • 语种:中文;
  • 页:SDGK201806003
  • 页数:7
  • CN:06
  • ISSN:12-1176/U
  • 分类号:16-22
摘要
文章通过几何比尺1:50的物理模型试验,对14 000 DWT驳船在风、波浪荷载不同组合工况下船舶系泊运动量、缆绳拉力、护舷承受的撞击力,以及船舶靠泊产生的撞击力和撞击能量等进行了研究。分析表明,艏艉缆与码头前沿夹角变大时可分担部分横缆受力,从而使各个缆绳的受力更为均匀;在艏、艉与码头前沿夹角为59°~60°时,港内波浪周期在12 s时,限制波浪工况为H_(4%)≤0. 6 m,满足安全的靠泊速度需小于等于0. 2 m/s。
        Physical model experiment with 1: 50 model scale was taken to test the mooring motion,cable tension,impact force on fender for 14 000 DWT barge with different combinations of wind and waves,as well as collision force and energy generated by berthing were studied. The analysis shows that when the angle between bow or stern cable and wharf front increases,part of transverse cable force can be shared,so that the force on each cable is more uniform. At the angle of 59° ~ 60°,when the wave period is 12 s and wave height is limited to H_(4%)≤0. 6 m,the safe berthing speed should be less than or equal to 0. 2 m/s.
引文
[1]陈海龙,白雪平,刘成名,等.利用SESAM软件对驳船进行水动力性能分析研究[J].传感器与微系统,2009,28(12):48-50.CHEN H L,BAI X P,LIU C M,et al.Hydrodynamic analysis of barge based on SESAM software[J].Transducer and Microsystem Technologies,2009,28(12):48-50.
    [2]向溢,杨建民,谭家华,等.码头系泊船舶模型试验[J].海洋工程,2001(2):45-49.XIANG Y,YANG J M,TAN J H,et al.Model experiment of ship moored at berth[J].Ocean Engineering,2001(2):45-49.
    [3]刘必劲,张亦飞,徐伟.波浪作用下大型开敞式码头系泊船舶系缆力研究[J].中国水运:下半月刊,2010,10(11):5-7.
    [4]王兴刚,琚烈红.风浪流作用下LNG船舶系泊试验研究[C]//吴有生,颜开,谢永和,等.第二十五届全国水动力学研讨会暨第十二届全国水动力学学术会议文集:下册.北京:海洋出版社,2013.
    [5]李焱,郑宝友,高峰,等.浪流作用下系泊船舶撞击力和系缆力试验研究[J].海洋工程,2007(2):57-63.LI Y,ZHENG B Y,GAO F,et al.Model test study on the impact forces and mooring line forces of a moored ship under the combined action of wave and current[J].Ocean Engineering,2007(2):57-63.
    [6]李焱,王智勇,郑宝友.大型开敞式原油码头船舶作业和系泊安全条件试验研究[J].水道港口,2015(3):185-190.LI Y,WANG Z Y,ZHENG B Y.Model test on ship operating and mooring safety condition of large-scale open crude oil terminal[J].Journal of Waterway and Harbor,2015(3):185-190.
    [7]汤本靖,陈德春,周益人,等.系泊船舶试验中风荷载的模拟[J].水运工程,2013(12):30-34.TANG B J,CHEN D C,ZHOU Y R,et al.Wind load simulation in physical model experiment of ship mooring[J].Port&Waterway Engineering,2013(12):30-34.
    [8]BS6349,护舷和系泊装置设计[S].
    [9]OCIMF-MEG3-2008,石油公司国际海事论坛(OCIMF)系泊设备规范[S].

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700