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大型非自航绞吸挖泥船锚泊能力分析方法
引用本文:陈 超,何炎平,舒建华,黄 超,陈鸣芳.大型非自航绞吸挖泥船锚泊能力分析方法[J].水运工程,2018(7):186-191.
作者姓名:陈 超  何炎平  舒建华  黄 超  陈鸣芳
作者单位:上海交通大学海洋工程国家重点实验室;高新船舶与深海开发装备协同创新中心(船海协创中心);上海交通大学船舶海洋与建筑工程学院;中交上航局航道建设有限公司
基金项目:国家自然科学基金项目(51779143)
摘    要:针对大型非自航绞吸挖泥船的防台问题,建立了绞吸挖泥船的水动力模型,采用准静力分析法和时域动力分析法分别计算不同工况下绞吸挖泥船的锚链波频张力和锚链最大张力。对比两种方法的计算结果,科学地评估绞吸挖泥船的系泊承载能力。结果显示,准静力分析法和时域动力分析法都可以较好地用于绞吸挖泥船系泊能力的计算,绞吸挖泥船所配备锚链和锚可满足15级台风下的防台定位需求,保证该锚泊定位安全。

关 键 词:抗台  绞吸挖泥船  准静力分析法  时域动力分析法

Analysis method of mooring capacity for large non-self-propelled cutter suction dredger
CHEN Chao,HE Yan-ping,SHU Jian-hu,HUANG Chao and CHEN Ming-fang.Analysis method of mooring capacity for large non-self-propelled cutter suction dredger[J].Port & Waterway Engineering,2018(7):186-191.
Authors:CHEN Chao  HE Yan-ping  SHU Jian-hu  HUANG Chao and CHEN Ming-fang
Institution:State Key Laboratory of Ocean Engineering,Shanghai Jiaotong University,Shanghai 200240,China;Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration(CISSE),Shanghai 200240,China; School of Naval Architecture,Ocean & Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China,State Key Laboratory of Ocean Engineering,Shanghai Jiaotong University,Shanghai 200240,China;Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration(CISSE),Shanghai 200240,China; School of Naval Architecture,Ocean & Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China,SDC Waterway Construction Co.,Ltd.,Shanghai 200240,China,State Key Laboratory of Ocean Engineering,Shanghai Jiaotong University,Shanghai 200240,China;Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration(CISSE),Shanghai 200240,China; School of Naval Architecture,Ocean & Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China and State Key Laboratory of Ocean Engineering,Shanghai Jiaotong University,Shanghai 200240,China;Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration(CISSE),Shanghai 200240,China; School of Naval Architecture,Ocean & Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China
Abstract:Aimed at the problem of typhoon resistance of large non-self-propelled cutter suction dredgers,the hydrodynamic model of cutter suction dredger is established.The quasi-static analysis method and time-domain dynamic analysis method are used to calculate the maximum wave force tension and the maximum tension of mooring line under different operating conditions respectively.Comparing the results of the two methods,the mooring capacity of the cutter suction dredger is evaluated scientifically.The results show that both the quasi-static analysis method and the time-domain dynamic analysis method can be well used in the calculation of mooring capacity.The mooring equipment can meet the needs of mooring positioning and ensure the security under the 15th typhoon.
Keywords:typhoon resistance  cutter suction dredger  quasi-static analysis method  time-domain dynamic analysis method
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