An installation system of deepwater risers by an S-lay vessel     

段梦兰  王懿  何宁  李丽娜  陈邦敏 《中国海洋工程》2011,25(1):139-148

Along with the consumption increase of the petroleum products,more countries have transferred their attentions to the offshore fields,especially the deepwater oil and gas reserves.For deepwater exploitation,the risers must be installed to act as the conduits connecting surface platforms to subsea facilities.In this paper,the typical risers sorted by different classes are introduced,and the correspondent installation methods are presented.By investigating the recent projects performed in the deepwater hot spots,and combining the challenges of HYSY201 for riser installation,a lifting device developed for assisting riser installation is proposed and detailed to satisfy the installation of deepwater risers in the LW3-1 Gas Field of in the South China Sea.Tests on both the functions and performances of such a new system exhibit the satisfaction of meeting all challenging requirements of HYSY201 for application to riser installation in waters up to a depth of in the South China Sea.  相似文献   

A laboratory study of the self sealing behaviour of a compacted sand–bentonite mixture     

《Geomechanics and Geoengineering》2013,8(1):73-85

Bricks made of compacted sand–bentonite mixture are considered as a possible engineered barrier to isolate high-level radioactive waste at great depth. This work is aimed at investigating some specific effects related to the presence of discontinuities at the contact between the bricks and the excavation wall. In order to do this, an experimental device was developed in the laboratory. The model is made up of a specially designed infiltration cylinder which allows the precise definition of a planar discontinuity between the compacted specimen (a sand–bentonite mixture made up of sand and Kunigel clay from Japan) and a metal wall. During hydration and subsequent specimen swelling, the planar wall is filled, resulting in a healing process. Three total pressure gauges placed along the wall allow a detailed observation of the increase in total stress against the wall. After different periods of swelling, the maximum resistance of the specimen–wall interface to pressure was tested by imposing a pressure increase through a porous stone placed at one end of the cylinder. It was found that the maximum pressure supported by the interface is a function of the initial thickness of the discontinuity and the initial density of the specimen. It was also found that the maximum sustainable pressure depends linearly on the elapsed time. These results are of interest for optimizing water infiltration procedures in either mock-up tests or real disposal systems. If the maximum sustainable pressure at the interface is known, it is possible either to ensure homogeneous hydration of a mass of bricks by respecting the maximum injection pressure limit or to accelerate hydration by forcing water paths along the discontinuities.  相似文献   

碎裂钻井技术及其在地热钻井中的应用前景分析          下载免费PDF全文

于进洋  郑秀华  白占学 《探矿工程》2013,40(2):81-84

地热资源储量丰富,分布广泛,开发前景广阔。但是在现有地热钻井技术条件下进行地热开发的周期长、成本高,所以亟待钻井技术的突破使巨大的地热资源得到经济有效地开发。碎裂钻井技术是一种采用了新的钻井原理的钻井技术,其能够有效地解决常规钻井过程中经常遇到的诸如在坚硬地层中进尺慢等棘手问题,一旦得到商业化应用,将会对地热资源经济有效地开发产生革命性的影响。在分析常规钻井技术存在的问题的基础上,介绍了碎裂钻井技术的工作原理及碎岩机理,阐明了其优缺点,为该技术在地热钻井中的应用研究提供参考。  相似文献   

Seismic self‐centering steel beam‐to‐column moment connections using bolted friction devices     

Keh‐Chyuan Tsai  Chung‐Che Chou  Chi‐Lon Lin  Pei‐Ching Chen  Sheng‐Jhih Jhang 《地震工程与结构动力学》2008,37(4):627-645

This paper first presents the force–deformation relationship of a post‐tensioned (PT) steel beam‐to‐column connection constructed with bolted web friction devices (FDs). This paper then describes the test program conducted in the National Center for Research on Earthquake Engineering, Taiwan, on four bolted FDs and four full‐scale PT beam‐to‐column moment connection subassemblies using the FDs. Tests confirm that (1) the hysteretic behavior of four bolted FDs is very stable, (2) the friction coefficient between the steel plate and the brass shim is about 0.34, (3) the proposed force–deformation relationships reasonably predict the experimental responses of the PT connections under cyclically increasing deformations up to a beam peak rotation of 0.05 rad, and (4) the decompression moments do not degrade as beam cyclic deformations increase. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

摩擦耗能器的类型与性能及其在实际工程中的应用   总被引：2，自引：0，他引：2  

汤统壁  周云  杨波 《世界地震工程》2008,24(1):47-55

摩擦耗能器是一种构造简单、耗能机理明确、耗能能力大且性能稳定的耗能减震装置,在实际工程中已得到较为广泛的应用.主要介绍不同类型摩擦耗能器的构造与性能及其在实际工程中的应用,并提出了摩擦耗能器在开发与应用中需进一步研究解决的问题.  相似文献   

DLG型断层位移水平切向分量测量仪自动化标定     

范良龙  李宏  张世中  张鸿旭 《地震研究》2009,32(1)

介绍了DLG型断层位移水平切向分量测量仪的自动化标定系统组成、标定原理和标定过程.给出了该标定系统在北京市丰台区大灰厂地震台的实际标定结果,该结果满足地壳形变观测仪技术标准的要求.  相似文献   

经受住汶川8．0级地震考验的RSDA-1采集器     

王翠芳  宋澄  邵玉平  杨晓源 《地震地磁观测与研究》2009,30(4):72-77

RSDA-1地震数据采集器是四川省地震局水库地震研究所于2006年7月～2007年6月研制出的新产品,2007年8月用于瓦屋山水库地震台网的4个台站和紫坪铺水库地震台网的庙子坪地震台。庙子坪地震台位于汶川8．0级地震震中区15km的极震区。截止2008年8月,历时一年并经受住汶川8．0级地震考验的RSDA-1采集器总体运行良好。本文从运行情况、事件定位和“平坦限幅”等3方面说明RSDA-1采集器在两个水库地震台网的运行情况。  相似文献   

压电材料智能控制器对框架结构地震反应的主动控制   总被引：14，自引：2，他引：12  

李书进  瞿伟廉  王军武 《地震工程与工程振动》2000,20(1):100-104

本文对压电材料智能控制器装置进行了介绍,并提出了压电材料智能控制器对框架结构地震反应基于现代最优控制理论的主动控制方法。计算实例分析结果表明：应用本方法,该智能控制装置能有效地减小结构的地震反应。  相似文献   

工程钻机圆锥滚子轴承的预紧装置   总被引：1，自引：1，他引：0       下载免费PDF全文

张培丰 《探矿工程》2000,(6):40-42

分析了工程钻机在施工过程中轴承游动间隙对钻机的影响,提出了钻机输出轴圆锥滚子轴承的外端,加装一套碟形弹簧预紧装置,有效地解决轴承的游动间隙。  相似文献   

A DEVICE FOR MEASURING GULLY HEADWALL MORPHOLOGY     

O. W. ARCHIBOLD  D. H. DE BOER  L. DELANOY 《地球表面变化过程与地形》1996,21(11):1001-1005

This paper describes a low-cost device for measuring the three-dimensional morphology of a gully headwall. The device was designed to operate in a gully system with the following characteristics: overhanging banks caused by a thick, dense root mat; retreat of the underlying unconsolidated sediments through small slab failures, leading to a considerable variation in retreat rate at each point on the headwall; and changes in the orientation of the headwall owing to changes in sediment properties and the topographical and hydrological controls of gully growth. The device is used to measure a series of closely spaced vertical profiles of the headwall, and the collected data are combined to draw a contour map showing the distance from the plane of the instrument to the headwall. Comparing maps for sequential times enables retreat rates for the diffferent proportions of the headwall to be quantified.  相似文献