期刊文献+

升降式深水网箱控制平台的尺寸设计 被引量:6

Size Design of Submergible Control Platform for Submersible Deep-sea Cage
在线阅读 下载PDF
导出
摘要 控制平台的宽度l与网箱主构架半径r正相关,设计时必须满足网箱框架外侧与平台的距离k大于零,其中:k=1-2+22r-h42+14l2+12r2-22rl,h4为控制平台高度,其受放置区水深h的制约,高度与水深的关系:h=h1+h2+h3+2h4+12H,h1为网衣缩结高度,h2为网衣底部重力装置高度,h3为重力装置到水底的距离,H为网箱放置区台风期预计最大波高。以“HDPE升降式圆形双浮管深水网箱”为应用实例,h=24 m,H=7 m,r=7.15 m,h1=7.0 m,h2=1.0 m,l=25 m,h4=5.0 m,在浪高5 m,风力10级的情况下,网箱系统工作正常。 The submergible control platform width (l) was positively related with the diameter (r) of cage framework. The relation was k=1-2+√2/2r-√h4^2+1/4l^2+1/2r^2-√2/2rl, in formula h4 was the 1 platform height, which was restricted by the water depth ( h ). There h = h1 + h2 + h3 + 2h4 + 1/2H, in equation ha stood for net sheepshank height, h2, the height of gravity setting on the bottom net, h3 , the distance from gravity setting to submarine, H was estimated maximal wave height while typhoon occurred in cage areas. In the thesis HDPE submergible double tube roundish cage was illustrated to specify the size selection of submersible control platform. It was proved that when l = 25 m, h4 = 5.0 m in the conditions h =24 m, H=7 m, r=7. 15 m, h1 =7.0 m, h2 =1.0 m, wave height at 5 m and wind power at 10-level, cage system worked in good order.
出处 《湛江海洋大学学报》 2005年第3期52-55,共4页 Journal of Zhanjiang Ocean University
基金 "十五"国家科技攻关计划资助项目(2004BA526B03) 农业科技成果转化资金资助项目(04EFN216900363) 广东省重大科技兴海资助项目(B200301E01)
关键词 深水网箱 控制平台 尺寸设计 deep-sea cage submergible control plafform size design
  • 相关文献

参考文献9

二级参考文献26

  • 1Lars Andre Dahle 张岱玲(译).海上箱网养殖之近期发展概况[J].(台)养鱼世界,1998,(2).
  • 2翁进坪 林东升 等.高弹性箱网网具之设计与验证[J].中国水产(台),1998,.
  • 3黄锡吕.海洋捕捞手册[M].北京:农业出版社,1990.190-191,256-264.
  • 4DAHLE L A.海上网箱养殖之近期发展概况-3[J].养鱼世界,1998,(4):36-38.
  • 5郑石勤.台湾的箱网养殖(上)[J].养鱼世界,2000,(7):35-42.
  • 6张怀慧.趸船锚链长度的计算.综合运输体系发展全书:下册[M].北京:人民交通出版社,1999.82-86.
  • 7[1]BAO Y,HANCH S.Collapse capacity of corroded pipes under combined pressure,longitudinal force and bending[J].Int J Offshore and Polar Eng,2001,11(1):55-63.
  • 8[2]BAI Y,IGLAND R,MOAN T.Tube collapse under combined external pressure,tension and bending[J].J Marine Sturct,1997,10(5):389-410.
  • 9[3]SARPKAYA T,ISAACSON M.Mechanics of wave forces on offshore structures[M].New York:Litton Educational Pub,1981.
  • 10董吉田 吕常五 等.海浪的观测分析与试验[M].青岛:青岛海洋大学出版社,1993..

共引文献128

同被引文献53

引证文献6

二级引证文献35

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部