长牡蛎四倍体诱导的研究   总被引：5，自引：0，他引：5  

林琪  吴建绍  曾志南  方琦 《台湾海峡》2001,20(4):528-532,T005

本文采用长牡蛎三倍体卵子与二倍体精子授精,用0.5mg/dm3CB处理受精卵抑制第一极体排放诱导出四倍体.处理组在担轮幼虫期检测染色体,4个处理组的四倍体分别为13.95%、12.19%、0%和40.00%.处理组3染色体数在24、25条.其中处理组1、3、4获得稚贝(1～3mm),存活率分别为0.49×10-5、212×10-5和23×10-5.处理组1获得稚贝108粒,处理组3获得附着稚贝7万粒,处理组4获得附着稚贝7000粒.文中还就三倍体雌贝怀卵量及四倍体诱导机制进行了讨论.  相似文献   

An Analysis on Limit Load for Corroded Submarine Pipelines     

谭开忍  肖熙 《中国海洋工程》2006,20(3):483-490

1 .Introduction Submarine pipelines are one of the safest and the least environmentally disruptive means for ma-rine gas or oil transport . With the development of exploitation of submarine oil or gas ,the safety ofsubmarine pipelines has becomethe major …  相似文献   

Experimental Study on Vortex-Induced Vibrations of Submarine Pipeline near Seabed Boundary in Ocean Currents   总被引：2，自引：3，他引：2  

杨兵高福平  吴应湘李东晖 《中国海洋工程》2006,20(1):113-121

1 .IntroductionThe submarine pipeline is a commonfacility widely usedfor offshore oil and gastransport . Whena pipeline is installed on a seabed and not buried,unsupportedspans may exist insomelocations ,es-peciallyinthe uneven zones of the seabed.The spa…  相似文献   

基于AHP法和灰色模式识别理论的海底管道系统路由定量风险评估   总被引：3，自引：1，他引：3  

徐慧 肖楠郭振邦  王金英 《海洋工程》2005,23(4):105-110

根据海底管道路由潜在风险的特点及风险类型,提出了一种将层次分析法（AHP法）和灰色模式识别理论相结合的海底管道系统路由定量风险评估方法,该方法利用AHP确定风险评价指标体系,运用灰色模式识别理论,建立识别结果标准,并结合实际工程进行计算,计算结果表明该方法是可行的.  相似文献   

长牡蛎剥离精卵的存活时间及受精能力   总被引：4，自引：1，他引：4  

王昭萍  王如才  文静  郑晓东 《海洋科学》1997,(1):5-6

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海底油气管道保护电位检测装置的研究     

郭津年  徐斌  卢阿平  曾仁森  吴佳林 《海洋科学》1990,14(5):53-57

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Nonlinear Static Finite Element Stress Analysis of Pipe-in-Pipe Risers   总被引：4，自引：1，他引：4  

周宏杰  闫澍旺崔溦 《中国海洋工程》2005,19(1):155-166

Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers.  相似文献   

A Numerical Model for Natural Backfill of Pipeline Trenches Subjected to Unidirectional／Oscillatory Flows     

LIANGDong-fang CHENGLiang KervinYEOW 《中国海洋工程》2005,19(2):269-286

A numerical model for the self-burial of a pipeline trench is developed. Morphological evolutions of a pipeline trench under steady-current or oscillatory-flow conditions are simulated with/without a pipeline inside the trench. The oscillatory flow in this study represents the action of waves. The two-dimensional Reynolds-averaged continuity and Navier-Stokes equations with the standard k-e turbulence closure, as well as the sediment transport equations, are solved with the finite difference method in a eurvilirrear coordinate system. Both bed and suspended loads of sediment transport are included in the morphological model. Because of the lack of experimental data on the backfilling of pipeline trenches, the numericalmodel is firstly verified against three closely-relevant experiments available in literature. A detailed measurement of the channel migration phenomenon under steady currents is employed for the assessment of the integral performance of themodel. The two experimental results from U-tube tests are used to validate the model‘s ability in predicting oscillatory flows. Different time-marching schemes are employed for the morphological computation under unidirectional and oscillatory conditions. It is found that vortex motions within the trench play an important role in the trench development.  相似文献   

小卫星数据成果需求旺盛     

《中国测绘》2008,(2):88-88

在过去的20多年,大容量、多用途、长寿命、高效率的大型卫星一直是卫星技术发展的主流。然而,大型卫星的成本高、周期长、技术复杂、风险大,从技术、财力、物力等各方面极大地限制了中小国家开发卫星技术。小卫星的出现,使卫星的研制生产由经济、技术实力雄厚的国家（或公司）走向中小国家和科研机构。据报道,未来5-10年我国将发射50颗小卫星。2015年前国外有200—300颗小卫星需要发射,国内外市场需求非常旺盛。  相似文献   

非开挖管道翻转内衬修复技术的探讨     

程剑雄  王瑞  张淑洁 《岩土钻凿工程》2008,(4):34-36

本文重点介绍了翻转内衬修复技术的原理、工序、技术特点等,并概括介绍了其它几种非开挖修复技术修复城市燃气埋地管道的方法,最后展望了翻衬法的应用及推广前景。  相似文献