水道港口
水道港口
수도항구
Journal of Waterway and Harbor
2015年
5期
378-384
,共7页
董航%张宁川%孙振祥%宋悦%潘文博%周卓炜%李超%田永进
董航%張寧川%孫振祥%宋悅%潘文博%週卓煒%李超%田永進
동항%장저천%손진상%송열%반문박%주탁위%리초%전영진
随机波浪%储运船%护舷约束%动力响应%运动响应
隨機波浪%儲運船%護舷約束%動力響應%運動響應
수궤파랑%저운선%호현약속%동력향응%운동향응
random wave%storage vessels%fender constraints%dynamic response%motion response
边际油田开发过程中,有时将储(运)船舶停靠在导管架平台内,在导管架上布置横、纵护舷以约束储运船舶。采用物理模型试验方法,研究了随机波浪作用下,船体在固定护舷约束下的运动和动力响应问题。试验结果表明:原型3000 t级储运船舶,当船侧与横向护舷间隙为500 mm、纵向护舷间隙为零时,船舶各运动分量较为自由,未见甲板上浪情况。单个横向护舷最大吸收能量为1465 kJ,纵向护舷最大吸收能量为745 kJ。随着船侧与护舷间隙减小,船舶各运动分量运动受到限制,不同程度的出现甲板上浪现象,护舷吸收能量相比于间隙为500 mm情况有所减小。当考虑船舶运动及甲板上浪时,船体与护舷间应适当留有间隙;当考虑护舷及船体碰撞安全时,应适当减小间隙。
邊際油田開髮過程中,有時將儲(運)船舶停靠在導管架平檯內,在導管架上佈置橫、縱護舷以約束儲運船舶。採用物理模型試驗方法,研究瞭隨機波浪作用下,船體在固定護舷約束下的運動和動力響應問題。試驗結果錶明:原型3000 t級儲運船舶,噹船側與橫嚮護舷間隙為500 mm、縱嚮護舷間隙為零時,船舶各運動分量較為自由,未見甲闆上浪情況。單箇橫嚮護舷最大吸收能量為1465 kJ,縱嚮護舷最大吸收能量為745 kJ。隨著船側與護舷間隙減小,船舶各運動分量運動受到限製,不同程度的齣現甲闆上浪現象,護舷吸收能量相比于間隙為500 mm情況有所減小。噹攷慮船舶運動及甲闆上浪時,船體與護舷間應適噹留有間隙;噹攷慮護舷及船體踫撞安全時,應適噹減小間隙。
변제유전개발과정중,유시장저(운)선박정고재도관가평태내,재도관가상포치횡、종호현이약속저운선박。채용물리모형시험방법,연구료수궤파랑작용하,선체재고정호현약속하적운동화동력향응문제。시험결과표명:원형3000 t급저운선박,당선측여횡향호현간극위500 mm、종향호현간극위령시,선박각운동분량교위자유,미견갑판상랑정황。단개횡향호현최대흡수능량위1465 kJ,종향호현최대흡수능량위745 kJ。수착선측여호현간극감소,선박각운동분량운동수도한제,불동정도적출현갑판상랑현상,호현흡수능량상비우간극위500 mm정황유소감소。당고필선박운동급갑판상랑시,선체여호현간응괄당류유간극;당고필호현급선체팽당안전시,응괄당감소간극。
In the process of marginal oil field development, sometimes the vessels are docked in a jacket plat?form and horizontal and vertical fenders are installed in the jacket in order to restrict the vessels. The vessels′re?sponse of motion and power in restraint of fixed fenders was researched in the function of random waves in the way of physical model test. The model test result shows that each component motion of the prototype vessel with 3 000?ton storage capacity was unrestrained and the green water was not found when the gap between the vessel and hori?zontal fenders was 500 mm and the gap between the vessel and vertical fenders was 0. The maximum energy absorp?tion of single horizontal fender was 1 465 kJ and 745 kJ for single vertical fender. The motion component of vessel was limited and there was some green water on deck to various degrees when the gap between fenders and the vessel was reduced. Fenders absorbed less energy compared with the case where gap between fenders and vessel was 500 mm. when the ship motion and green water are considered, it is suggested to keep appropriate gap between fenders and the vessel;when the safety of collision between fenders and the vessel are considered, it is suggested to reduce the gap appropriately.