哈尔滨工程大学学报
哈爾濱工程大學學報
합이빈공정대학학보
JOURNAL OF HARBIN ENGINEERING UNIVERSITY
2014年
11期
1314-1319
,共6页
唐友刚%桂龙%曹菡%秦尧
唐友剛%桂龍%曹菡%秦堯
당우강%계룡%조함%진요
海上风机%半潜式浮式基础%运动响应%生存能力%系泊系统%安全系数
海上風機%半潛式浮式基礎%運動響應%生存能力%繫泊繫統%安全繫數
해상풍궤%반잠식부식기출%운동향응%생존능력%계박계통%안전계수
marine wind turbine%semi-submersible floating foundation%motion response%survivability%mooring sys-tem%safety factor
针对5 MW海上风机动力响应较大的问题,提出了半潜型浮式基础的概念设计,研究了半潜式浮式基础在不同风浪环境下的运动响应和生存能力。考虑叶片空气动力载荷及风浪载荷,以及浮式基础与系泊系统的耦合,建立风机结构系统及水动力模型,采用动量-叶素理论计算叶片空气动力载荷,在频域范围内计算了载荷传递函数。计算分析浮式基础风机系统不同风浪情况下的时域动力响应,评估了半潜型浮式基础在极限海况下的生存能力。结果显示,半潜型浮式基础运动性能良好,且在极端海况下,各系泊缆安全系数均大于1.67,破损状况下安全系数均大于1.33,该浮式基础及其系泊系统具有足够的抵抗极端海况的能力。
針對5 MW海上風機動力響應較大的問題,提齣瞭半潛型浮式基礎的概唸設計,研究瞭半潛式浮式基礎在不同風浪環境下的運動響應和生存能力。攷慮葉片空氣動力載荷及風浪載荷,以及浮式基礎與繫泊繫統的耦閤,建立風機結構繫統及水動力模型,採用動量-葉素理論計算葉片空氣動力載荷,在頻域範圍內計算瞭載荷傳遞函數。計算分析浮式基礎風機繫統不同風浪情況下的時域動力響應,評估瞭半潛型浮式基礎在極限海況下的生存能力。結果顯示,半潛型浮式基礎運動性能良好,且在極耑海況下,各繫泊纜安全繫數均大于1.67,破損狀況下安全繫數均大于1.33,該浮式基礎及其繫泊繫統具有足夠的牴抗極耑海況的能力。
침대5 MW해상풍궤동력향응교대적문제,제출료반잠형부식기출적개념설계,연구료반잠식부식기출재불동풍랑배경하적운동향응화생존능력。고필협편공기동력재하급풍랑재하,이급부식기출여계박계통적우합,건립풍궤결구계통급수동력모형,채용동량-협소이론계산협편공기동력재하,재빈역범위내계산료재하전체함수。계산분석부식기출풍궤계통불동풍랑정황하적시역동력향응,평고료반잠형부식기출재겁한해황하적생존능력。결과현시,반잠형부식기출운동성능량호,차재겁단해황하,각계박람안전계수균대우1.67,파손상황하안전계수균대우1.33,해부식기출급기계박계통구유족구적저항겁단해황적능력。
The semi-submersible floating foundation was conceptually designed to support a generic 5 MW wind turbine that has a large response to hydrodynamics.The motion responses and survivability of the floating foundation were ana-lyzed under different wind and wave environments.The structure system of wind turbine and the hydrodynamic model were established using loads of blade aerodynamics, loads of wind and wave, and coupled floating foundation and moor-ing system.The blade aerodynamic load was obtained by the blade element momentum theory and the load transfer func-tion was calculated in the frequency domain.The dynamic responses in the time domain was calculated under different wind and wave circumstances for the wind turbine of the floating foundation.The survivability of the semi-submersible floating foundation under extreme sea conditions was assessed.It is shown that the motion performance of the semi-sub-mersible floating foundation is good.Furthermore, under extreme sea states the safety factor of each mooring line was seen as being above 1.67.The safety factor of all of the other lines was above 1.33, which included one line broken.It is proven that the floating foundation and its mooring system have enough capacity of resisting extreme sea state.