Non-Linear Wave-Induced Transient Response of Soil Around a Trenched Pipeline

Submarine pipelines are always trenched within a seabed for reducing wave loads and thereby enhancing their stability. Based on Biot’s poroelastic theory, a two-dimensional finite element model is developed to investigate non-linear wave-induced responses of soil around a trenched pipeline, which is verified with the flume test results by Sudhan et al. [Sudhan, C.M., Sundar, V., Rao, S.N., 2002. Wave induced forces around buried pipeline. Ocean Engineering, 29, 533–544] and Turcotte et al. [Turcotte, B.R., Liu, P.L.F., Kulhawy, F.H., 1984. Laboratory evaluation of wave tank parameters for wave-sediment interaction. Joseph H. Defree Hydraulic Laboratory Report 84-1, School of Civil and Environmental Engineering, Cornell University]. Non-linear wave-induced transient pore pressure around pipeline at various phases of wave loading is examined firstly. Unlike most previous investigations, in which only a single sediment layer and linear wave loading were concerned, in this study, the influences of the non-linearity of wave loading, the physical properties of backfill materials and the geometry profile of trenches on the excess pore pressures within the soil around pipeline, respectively, were explored, taking into account the in situ conditions of buried pipeline in the shallow ocean zones. Based on the parametric study, it is concluded that the shear modulus and permeability of backfill soils significantly affect the wave-induced excess pore pressures around trenched pipeline, and that the effect of wave non-linearity becomes more pronounced and comparable with that of trench depth, especially at high wave steepness in shallow water.

Flood Routing Models in Confluent and Dividing Channels

By introducing a water depth connecting formula, the hydraulic equations in the dividing channel system were coupled and the relation of discharge distribution between the branches of the dividing channels can be yielded. In this manner, a numerical model for the confluent channels was established to study the variation of backwater effects with the parameters in the channel junction. The meeting of flood peaks in the mainstream and tributary can be analyzed with this model. The flood peak meeting is found to be a major factor for the extremely high water level in the mainstream during the 1998 Yangtze River flood. Subsequently the variations of discharge distribution and water level with channel parameters between each branch in this system were studied as well. As a result, flood evolution caused by Jingjiang River shortcut and sediment deposition in the entrance of dividing channels of the Yangtze River may be qualitatively elucidated. It is suggested to be an effective measure for flood mitigation to enhance regulation capability of reservoirs available upstream of the tributaries and harness branch entrance channels.

Numerical Simulation Of Horizontal Migration Of Proppant

The horizontal migration of proppant was numerically investigated with a two-fluid model, in which the interaction between fracturing fluid and proppant, along with that among proppants was taken into account through interphase forces. The migration process and the volumetric concentration of the proppant were examined under various conditions, and the. averaged volumetric concentration of the proppant was obtained. The present research might be useful in the process design of the hydraulic fracturing in the oilfields.

Case Study: Influence Of Morphological Changes On Flooding In Jingjiang River

The middle reach of the Yangtze River, customarily called the Jingjiang River, together with its diversion channels and Dongting Lake, form a large complicated drainage system. In the last five decades, significant geomorphological changes have occurred in the drainage system, including the shrinkage of diversion channels, contraction of Dongting Lake, changes in the rating curve at the Luoshan station, and cutoffs of the lower Jingjiang River. These changes are believed to be the cause of the occurrence of abnormal floods in the Jingjiang River. Qualitative analyses suggest that the first three factors aggravate the flood situation in the lower Jingjiang River, while the last factor seems beneficial for flood prevention. To quantitatively evaluate these conclusions, a finite-volume numerical model was constructed. A series of numerical simulations were carried out to test the individual and combined effects of the aforementioned four factors, and these simulations showed that high flood stages in the Jingjiang River clearly are related to the geomorphological changes.

Sediment incipience in turbulence generated in a square tank by a vertically oscillating grid

The failure of hydraulic structures in many estuaries and coastal regions around the world has been attributed to sediment transport and local scour. The sediment incipience in homogenous turbulence generated by oscillating grid is studied in this paper. The turbulent flow is measured by particle tracer velocimetry (PTV) technique. The integral length scale and time scale of turbulence are obtained. The turbulent flow near the wall is measured by local optical magnification. The sediment incipience is described by static theory. The relationship of probability of sediment incipience and the turbulent kinetic energy were obtained experimentally and theoretically. The distribution of the turbulent kinetic energy near the wall is found to obey the power law and the turbulent energy is further identified as the dynamic mechanism of sediment incipience.

Air flow over a mountain and the convective boundary-layer

In this paper, the analytical model coupling the convective boundary layer (CBL) with the free atmosphere developed by Qi and Fu (1992) is improved. And by this improved model, the interaction between airflow over a mountain and the CBL is further discussed. The conclusions demonstrate: (1) The perturbation potential temperatures in the free atmosphere can counteract the effect of orographic thermal forcing through entraining and mixing in the CBL. If u(M)BAR > u(F)BAR, the feedback of the perturbation potential temperatures in the free atmosphere is more important than orographic thermal forcing, which promotes the effect of interfacial waves. If u(M)BAR < u(F)BAR, orographic thermal forcing is more important, which makes the interfacial height and the topographic height identical in phase, and the horizontal speeds are a maximum at the top of the mountain. (2) The internal gravity waves propagating vertically in the free atmosphere cause a strong downslope wind to become established above the lee slope in the CBL and result in the hydraulic jump at the top of the CBL. (3) With the CBL deepening, the interfacial gravity waves induced by the potential temperature jump at the top of the CBL cause the airflow in the CBL to be subcritical.

Vertical sediment distribution

So far, various calculation models for the vertical distribution of suspended sediment concentration have been produced by several investigators from different theories. The limitations of all these models imply that it is possible to find a more reasonable model, for which each previous model can be included as special case. The formulation of a reasonable general model is the purpose of this paper.

Characteristics of Wake Flow in Long Bluff Bodies

Vortex shedding is the main characteristics of bluff bodies, which will cause the bluff bodies to vibrate and sometimes result in the structures failure. In this paper the wake flow characteristics of 21 bluff bodies with rectangular, rounded and angular profiles and the length-to-width ratio in the range of 4~12 were deeply studied by Micro ADV. Two parameters, namely the relative intensity of the load due to Karman vortices and the large scale vortex intensity, were introduced to measure the wake flow intensity. Generally, the values of these parameters for different bluff bodies are consistent with each other. The experiment results showed that the key factor affecting the wake flow characteristics is the bluff edge, especially the leading edge geometry. The wake flow in bluff bodies with rounded edge profiles has more regular vortices and becomes more periodic than that in bluff bodies with rectangular ones. A bluff body with angular edged profile was witnessed to have not only small wake loading but small hydraulic resistance also.

Effects of rainfall infiltration on the stability of soil slopes

Slope failure due to rainfall is a common geotechnical problem. The mechanics of rainfall induced landslides involves the interaction of a number of complex hydrologic and geotechnical factors. This study attempts to identify the influence of some of these factors on the stability of soil slope including rainfall intensity, hydraulic conductivity and the strength parameters of soil.

DC dielectrophoretic focusing of particles in a serpentine microchannel

Focusing particles into a tight stream is usually a necessary step prior to separating and sorting them. We present herein a proof-of-concept experiment of a novel particle focusing technique in DC electrokinetic flow through a planar serpentine microchannel. This focusing stems from the cross-stream dielectrophoretic motion induced within the channel turns. The observed particle focusing behavior is consistent with the predicted particle trajectories from a numerical modeling.

木根麦冬rRNA基因进化的研究

木根麦冬（Ophiopogon xylorrhizus Wang et Dai）属于铃兰科（Convallariaceae）或广义百合科（Liliaceae s.l.）沿阶草族（Ophiopogoneae）沿阶草属（Ophiopogon Ker-Gawl.），属于典型的濒危植物。前人已从细胞学、种群生态学、生殖生物学和遗传结构与多样性等方面对木根麦冬进行了研究，但在分子进化和分子细胞遗传学水平上的研究近为空白。本文运用染色体的荧光原位杂交(FISH)、PCR扩增和克隆、DNA测序、系统发育重建等方法，对18S rDNA作了染色体原位定位，研究了木根麦冬的Ss rRNA基因结构特点，并重建了该基因的系统发育树，探讨了5S rRNA多基因家族的分子进化模式和木根麦冬的濒危机制。主要结果如下： 1．对木根麦冬三个居群七个个体、及其最近姐妹种林生麦冬（Ophiopogon svlvicola Wang et Tang）一个个体的5S rRNA基因进行了PCR扩增和TA克隆，在两个种中共得到1085个具有插入片段的阳性克隆。 2．对木根麦冬三个居群六个个体的294个SS rRNA基因克隆，及林生麦冬一个个体的45个克隆，总计339个克隆进行了DNA序列测定，这是目前已完成的最大的单个物种的5S rRNA数据。结果表明：两个种的序列高度多样化，在339个拷贝中仅仅有13对(3.8%)是相同的，序列长度变化在307bp-548bp之间，长度变异主要发生在间隔区，单个碱基的插入和缺失(indel)频率很高，5bp以上片段的插入，缺失有11个，插入的序列通常是其两侧序列的重复和倒位。术根麦冬序列的分化指数（sequence differentiation index，SDI）是0.078，林生麦冬是0.032，两个物种间是0.149，木根麦冬的序列之间的分化明显大于林生麦冬。 3．以PAUP程序对339个5S rRNA基因拷贝的DNA序列（包括编码区和间隔区）作了系统发育分析，结果如下：在得到一个唯一的最俭约树中，所有木根麦冬的拷贝被聚成一支，而林生麦冬的则被聚到另一支，统计支持率(bootstrap)达到lOO%，表明这两个物种所有的的5S rRNA基因拷贝分别来自各自的一个祖先拷贝（建立者拷贝），而其共同祖先的其它拷贝则在物种形成中或之后丢失：在多基因家族中如此长期而单一的拷贝偏选( sorting)过程尚未有前人报道;由此基因系统发育树可以看出，在这两个物种形成之后，“建立者拷贝”经历了多次扩增过程而形成了一个直系的（orthologous）多基因家族。 4．在木根麦冬分支中，很少有亚分支是全部由一个居群或一个个体的拷贝组成的，不同居群、不同个体的拷贝混合在同一个亚分支中;对基因系统发育树、序列多样性和序列分化指数分析表明，5S rRNA基因家族内一致化（homogeruzation）过程很弱，不同拷贝是独立进化的，这在串联．重复的多拷贝基因家族中是不寻常的;由上述分析我们推测，在术根麦冬的进化历史上，居群间的基因交流远远比今天频繁，可能是某些外在因素在近期发生变化，导致自交和自交衰退，并进而导致濒危。 5．利用荧光原位杂交技术，成功地将18S rRNA基因定位在木根麦冬减数分裂期的染色体上，两对强信号和一对弱信号分别位于三对二价体染色体上。

植物根与茎输水结构的研究和功能分析

本文采用树脂复型法对裸子植物红豆杉的管胞，木本单子叶植物竹和棕榈藤木质部中各种管状分子（主要是导管和管胞）的内壁结构进行了研究;采用原子力显微镜对玉米和小麦根内皮层细胞内切向壁的表面结构进行了探索性的研究;用光学显微镜并结合荧光技术对典型的旱生、中生及水生植物根内皮层的次生加厚壁进行了比较观察;同时辅以传统的组织切片法对以上研究结果做了进一步的论证。 采用树脂复型法，不仅可观察到常规解剖法所能展示的结构，而且还可清晰地观察到管状分子间具缘纹孔对等常规方法所难以显示的三维构造，并对其各项结构参数进行了定量测量。结果表明：裸子植物管胞和竹、藤管状分子具缘纹孔的内、外口比例分别约为3:1 和1:1，其它各项结构参数均存在较大差别。此外，在云南省藤和桂竹等导管内壁上还观察到瘤层结构，瘤体直径大小为200-800纳米之间。 旱生植物内皮层细胞内切向壁的闪生加厚最为明显，水生植物的加厚程度最微弱，而中生植物则介于两类植物之间。玉米内皮层细胞内切向壁的内表面起伏不平，并具有70-90纳米的“孔状”质外体结构，其频率约为2，000个/平方微米。

贵州喀斯特森林优势木本植物水力结构特征

水力结构就是植物在特定的自然环境条件下，为适应生存竞争的需要所形成的不同形态结构和水分运输供给策略，它对于植物物种的分布、抗逆能力等方面起关键性作用。喀斯特常绿阔叶林生长的特有植物种类以其独特的形态解剖特征和生理适应性，很好的适应了喀斯特地区独特的水分和土壤环境，以维持自身的生存和最适生长。植物的水分关系是喀斯特地区特有植物种类适应环境的核心生理生态学问题之一。贵州喀斯特地区石漠化正日益加剧，因此，对贵州植物水力结构和环境适应性进行研究具有重要的意义。 目前，国内外学者在“冲洗法”中使用的不同冲洗溶质可能对植物木质部水力结构的测定结果等产生较大影响，因此本文首先研究了三种溶质的冲洗溶液对毛白杨(Populus tomentosa)和油松(Pinus tabulaeformis)枝条的水力导度和抵抗空穴化能力的影响。实验结果表明: 相对于去离子水，用0.01 M 的草酸和0.03 M KCl溶液作为冲洗溶液，均导致毛白杨木质部导管和油松管胞的水力导度测定值的增大。KCl导致毛白杨和油松木质部抵抗空穴化能力的测定值提高，草酸导致杨树抵抗空穴化能力测定值增强但导致油松抗空穴化能力测定值显著(P<0.01)减弱。小枝水平上，毛白杨和油松的水分运输效率和抗空穴化能力之间没有显著相关性。另外，在截枝实验中发现毛白杨小枝木质部水力导度随长度增加变化不大，而油松枝条的木质部水力导度有逐渐增大的趋势。以上的实验结果表明不同溶质下毛白杨和油松枝条的木质部水力导度和抵抗空穴化能力不同，草酸和KCl可能对木质部管道系统及纹孔处的果胶等产生作用，从而使毛白杨和油松的水力结构发生变化。毛白杨与油松水力结构在去离子水、草酸和KCl的作用下的不同结果及两物种截枝试验下水力导度的不同变化趋势，表明导管运输系统和管胞运输系统可能具有不同的水分运输影响因素。 在贵州花江、普定、荔波等地选择当地森林中39种优势木本植物作为研究对象，对其枝条的水力结构进行研究，结果表明: 该地区优势木本植物的水力结构与其他森林类型相比，其木质部抗栓塞化能力介于热带雨林和热带干热森林之间，而水力导度高于各森林类型的平均值。在石漠化程度不同的地区，植物总体的水力导度和水分运输的安全性没有呈现出明显的规律，但是同种植物在较为干旱的严重石漠化地区，其木质部安全性较高，植物在周围环境的影响下木质部水力结构朝着更适应周围环境的方向发展。 贵州喀斯特地区常绿植物和落叶植物的水力结构差异较为明显(P<0.05)。落叶树种主要在夏季生长，其最大水力导度较高，而冬季依靠落叶等方式度过不利的生长环境，因此其木质部安全性较常绿树种更为脆弱。总体而言，贵州喀斯特森林优势木本植物的在水力导度与安全性之间存在权衡关系，说明在大尺度水平上随着水力导度的提高即水分运输效率的提高，植物木质部抗空穴化的能力降低。

A COMPARATIVE-STUDY OF KARYOTYPES OF MUNTJACS BY CHROMOSOME PAINTING

We have used a combination of chromosome sorting, degenerate oligonucleotide-primed polymerase chain reaction (DOP-PCR), chromosome painting and digital image capturing and processing techniques for comparative chromosome analysis of members of the genus Muntiacus. Chromosome-specific ''paints'' from a female Indian muntjac were hybridised to the metaphase chromosomes of the Gongshan, Black, and Chinese muntjac by both single and three colour chromosome painting. Karyotypes and idiograms for the Indian, Gongshan, Black and Chinese muntjac were constructed, based on enhanced 4', 6-diamidino-2-phenylindole (DAPI) banding patterns. The hybridisation signal for each paint was assigned to specific bands or chromosomes for all of the above muntjac species. The interspecific chromosomal homology was demonstrated by the use of both enhanced DAPI banding and comparative chromosome painting. These results provide direct molecular cytogenetic evidence for the tandem fusion theory of the chromosome evolution of muntjac species.

Localization of Sry gene on Y chromosome of Muntjac munticus vaginalis

The chromosomes 1, Y-1, Y-2 of Muntjac munticus vaginalis were isolated by fluorescence activated chromosome sorting and amplified by degenerate oligonucleotide primed-polymerase chain reaction ( DOP-PCR). A primer pair within human Sry HMG box was design