导向钻进非开挖铺管施工扩回钻头的设计改进

针对导向钻进非开挖铺设地下管线施工中回扩钻头存在的口径大、包泥堵钻、进尺缓慢、切削齿不耐磨等问题,对钻头结构进行了研究,并从导向钻头、出水口、刮刀、切削齿等四个方面对钻头进行了改进。改进后的回扩孔钻头既有利于切入地层,具有导向和稳定作用,又具有切削阻力低、强度高、耐磨性好的优点,极大的提高了钻进效率。经多项工程检查,扩孔钻头平均单孔耐磨翼片磨损量为1.2～1.75mm,平均〈0.5mm/km。     

青藏高原羌塘盆地晚侏罗世索瓦期沉积特征研究

为推进我国石油工业发展丰富石油地质理论,根据野外露头及室内分析化验资料,建立8种相标志,识别出索瓦期沉积相类型有：台地相、台地边缘相、盆地相和海陆过渡相、湖泊相。受北部拉竹龙-金沙江缝合带、中央隆起带和南部班公湖-怒江缝合带的影响,沉积相呈近东西向展布,具南北分带的特点。文章分析了索瓦期的沉积特征,总结了该期的沉积模式。根据研究区的生物特征和沉积特征,推断当时气候是温暖、半干旱的。综合分析认为,索瓦组是羌塘盆地很有潜力的油气勘探目的层,其与上覆雪山组地层可构成有利的含油气组合;而双湖-多涌地区是首选的含油气有利区带。     

南堡油田海域的冰情对工程作业的影响

通过对2005-2011年冬季南堡油田海域海冰监测资料进行统计、分析,给出了该海域海冰时空分布特征,在分析了海冰对海上工程作业的影响以及海冰防灾减灾所面临形势的基础上,结合油田实际提出了防冰减灾工作的具体建议.     

3种鲈形目鱼类精子发生早期的超微结构研究

采用透射电镜技术,研究了3种鲈形目鱼类褐菖鲉Sebastiscus marmoratus、黑鲷Sparus macrocephalus及平鲷Rhabdosargus sarba(Forskal)精子发生早期精原细胞、初级精母细胞及次级精母细胞的超显微结构变化。结果表明,3种鱼生精细胞形态结构及代谢活动变化主要体现在核的变化、线粒体数目与结构的变化及高尔基体和溶酶体的行为变化。3种鱼核的变化基本一致:细胞核由近圆形或椭圆形转变为多角形;核质逐渐浓缩;核仁从明显结构至完全消失。褐菖鲉精原细胞时期线粒体分布较多,并出现拟染色质与线粒体相粘附;而平鲷与黑鲷精原细胞时期的线粒体分布较少,无拟染色质。3种鱼高尔基体与溶酶体的变化也有相似性。黑鲷的初级精母细胞中还观察到典型的环层状的髓样小体的结构。     

Numerical Analysis of Groundwater Ridging Processes Considering Water‐Air Flow in a Hillslope

In this study, a water‐air two‐phase flow model was employed to investigate the formation, extension, and dissipation of groundwater ridging induced by recharge events in a hypothetical hillslope‐riparian zone, considering interactions between the liquid and gas phases in soil voids. The simulation results show that, after a rain begins, the groundwater table near the stream is elevated instantaneously and significantly, thereby generating a pressure gradient driving water toward both the stream (the discharge of groundwater to the stream) and upslope (the extension of groundwater ridging into upslope). Meanwhile, the airflow upslope triggered by the advancing wetting front moves downward gradually. Therefore, the extension of groundwater ridging into upslope and the downward airflow interact within a certain region. After the rain stops, groundwater ridging near the stream declines quickly while the airflow in the lower part of upslope is still moving into the hillslope. Thus, the airflow upslope mitigates the dissipation of groundwater ridging. Additionally, the development of groundwater ridging under different conditions, including rain intensity, intrinsic permeability, capillary fringe height, and initial groundwater table, was analyzed. Changes in intrinsic permeability affect the magnitude of groundwater ridging near the stream, as well as the downward speed of airflow, thereby generating highly complex responses. The capillary fringe is not a controlling factor but an influence factor on the formation of groundwater ridging, which is mainly related to the antecedent moisture. It was demonstrated that groundwater ridging also occurs where an unsaturated zone occurs above the capillary fringe with a subsurface lateral flow.     

Groundwater Microbial Communities Along a Generalized Flowpath in Nomhon Area,Qaidam Basin,China

Spatial distribution (horizonal and vertical) of groundwater microbial communities and the hydrogeochemistry in confined aquifers were studied approximately along the groundwater flow path from coteau to plain in the Nomhon area, Qinghai‐Tibet plateau, China. The confined groundwater samples at different depths and locations were collected in three boreholes through a hydrogeological section in this arid and semi‐arid area. The phylogenetic analysis of 16S rRNA genes and multivariate statistical analysis were used to elucidate similarities and differences between groundwater microbial communities and hydrogeochemical properties. The integrated isotopic geochemical measurements were applied to estimate the source and recharge characteristics of groundwater. The results showed that groundwater varied from fresh to saline water, and modern water to ancient water following the flowpath. The recharge characteristics of the saline water was distinct with that of fresh water. Cell abundance did not vary greatly along the hydrogeochemical zonality; however, dissimilarities in habitat‐based microbial community structures were evident, changing from Betaproteobacteria in the apex of alluvial fan to Gammaproteobacteria and then to Epsilonproteobacteria in the core of the basin (alluvial‐lacustrine plain). Rhodoferax, Hydrogenophaga, Pseudomonas, and bacterium isolated from similar habitats unevenly thrived in the spatially distinct fresh water environments, while Sulfurimonas dominanted in the saline water environment. The microbial communities presented likely reflected to the hydrogeochemical similarities and zonalities along groundwater flowpath.     

Plant Species Richness Increased Belowground Plant Biomass and Substrate Nitrogen Removal in a Constructed Wetland

The effects of plant species richness on both above‐ and belowground plant biomass, plant nitrogen (N) pool size, and substrate N concentrations were studied in a full‐scale subsurface vertical‐flow constructed wetland (CW). Results showed that (i) plant species richness increased belowground plant biomass and its N pool size but had no effect on aboveground plant biomass and its N pool size; (ii) plant species richness increased substrate N removal, especially ammonium N removal; and (iii) plant species richness had no effect on plant N use efficiency, suggesting that the N pool size increased with increasing plant species richness. More N accumulation could be removed through harvesting plant biomass. We concluded that the N removal performance of the CW improved by plant species richness through increasing belowground biomass and relevant N pool size.     

64排螺旋CT对胫骨平台隐匿性骨折的诊断及临床意义

目的:探讨64排螺旋CT对胫骨平台隐匿性骨折的诊断价值及临床意义。方法:收集2008年1月至2011年12月连续21例门急诊下肢外伤后普通X线平片表现为阴性及可疑骨折,64排螺旋CT检查确诊为胫骨平台骨折患者影像资料,并重新采用多层面重建(MPR);容积显示(VR)和最大灰度重建(MIP)等多种后处理技术进行回顾性分析。结果:MDCT3D共显示SchatzkerⅠ型10例;Ⅱd型4例;Ⅲ3例;Ⅳ型2例;Ⅳ型1例和Ⅴ型1例。结论:64排螺旋CT联合应用多种重建技术对胫骨平台隐匿性骨折的评价是可靠和准确的。可以准确评估21例胫骨平台骨折的部位、类型、程度及并发症等。明显提高了诊断准确性,避免了普通平片对胫骨平台隐匿性骨折的漏诊及误诊。可为临床采取及时有效的治疗提供更准确、更丰富的诊断信息。     

液化场地地震反应的离散元数值模拟

采用一个描述饱和砂土中固相颗粒和液相流体耦合的离散元数值模型,固相颗粒采用离散元的颗粒流理论(PFC)模拟,液相流体通过求解平均Navier-Stokes方程的计算流体动力学(CFD)技术计算.采用上述模犁数值模拟了在地震荷载作用液化场地的加速度、剪应力、剪应变时程以及超孔隙水压力和土层表面位移的发展过程.数值模拟结果...