论特色生物资源产业化开发战略——以四川省攀西地区为例

在定义特色生物资源概念的基础上,提出了特色生物资源产业化开发的原则,并以四川省攀西地区为例,完成了攀西地区特色生物资源的调查,提出了生物资源开发的产业战略、时序战略与机制战略.     

FEMUR SHAPE RECOVERY FROM VOLUMETRIC IMAGES USING 3-D DEFORMABLE MODELS

IntroductionThe rupture of the anterior cruciate ligament( ACL) has become the most common knee in-juries.In operation of ACL reconstruction,thesurgeons have to find the optimal attachmentpoints resulting in a low anisometry of the graft,while preventing impingement between the graftand the femoral notch.Markus Fleute andStéphane lavallée[1] proposed a real- time systemfor computer- assisted ACL surgery.A recentadvance in surgery is minimally invasive tech-nique that can avoid the large…     

AN EFFECTIVE HUMAN LEG MODELING METHOD

IntroductionFFD is a widely used technique in the field ofsolid modeling and computer animation.Seder-berg and Parry introduced the conceptof FFD[1] ,and Barr provided the basic deformation methodfor FFD[2 ] .Although there are several versionsof FFD in the related literature[3～ 6 ] ,they havethe same basic idea:1 Constructa lattice space.The space can be of any shape,not restricted toparallel- piped cube[5 ] .2 Embed the object intothe lattice space.In other words,impose a localcoordi…     

AN EFFICIENT FAST ENCODING ALGORITHM FOR VECTOR QUANTIZATION

IntroductionAs an effective technique for data compression,VQ[1,2 ] has been successfully used forvarious ap-plications involving VQ- based encoding and VQ-based recognition in both vocal and image pro-cessing.The k- dimensional,N- level vectorquantizer is defined as a mapping from a k- di-mensional Euclidean space Rkinto a certain finitesubset C={Ci,i=1 ,2 ,… ,N },which is called acodebook and whose elements Ci are called code-words.A distortion measure D( X,Ci) is a non-negative dissi…     

DESIGN OF A NEW INTERPOLATED CONTROLLER FOR STABILIZATION OF A SET OF INTERPOLATED PLANTS

IntroductionDynamics of almost all plants in reality variesaccording to the condition under which the plantis operated.An idea to describe the variation ofplant dynamics is interpolating a number of rep-resentative models defined at representative op-erating points.In Ref. [1 ] ,the plant was as-sumed to described as a linear interpolation ofproper stable coprime factorizations of transferfunctions of two representative models and thestabilization problems have been considered. InRef.[2 ] ,it…     

STUDY ON CONFLICT MANAGEMENT FOR COLLABORATIVE DESIGN SYSTEM

IntroductionAdvances in computer networks and informationtechnology have enabled product designers tomore effectively communicate,collaborate,ob-tain and exchange a wide range of design re-sources during product development.ComputerSupported Cooperative Work( CSCW) describesa research area concerned with people working ingroups and computer systems supporting them,and collaborative design is an important applica-tion of CSCW.Collaborative design has typicallydistributed multiple functional…     

GLOBAL MEASURE ON IMAGE CONTENT

IntroductionContent- based image retrieval has been proposedto allow retrieval to be performed on the basis ofa variety of aspects of image content[1] .A chal-lenging problem arises with many imagedatabases,within which queries are posed via vi-sual or pictorial examples.A common visualquery to an image database system would involvefinding all images in the database which containa subimage that is similar to the query image.Such retrievals must be based on embedded con-tent features,such as sh…     

Numerical investigation of turbulence near a sheared air–water interface. Part 1: Turbulence statistics beneath a flat water surface sheared by wind

Direct numerical simulation (DNS) and large eddy simulation (LES) of turbulent shear flow beneath a flat water surface with imposed wind shear stress are presented. The results of DNS indicate that there are clear differences, and also similarities, between wind-driven flow and the flow near a solid wall. The qualitative structures of turbulence are similar in both types of flow. Low-speed streaks are also present in wind-driven flow. On the other hand, profiles of the mean velocity and turbulence intensities in wind-driven flow are significantly different from those in flow near a solid wall. The differences are attributed to the lack of a viscous sublayer, and to the boundary condition which allows fluctuations of the tangential velocity components at the boundary. LES of the same flow was also carried out to evaluate subgrid-scale models. It was shown that the features of the flow observed in DNS are well simulated by all models tested, and that the discrepancies between DNS and LES with the dynamic mixed model are very small. Received: August 17, 2000 / Accepted: December 22, 2000     

Solution of an unstable inverse problem: wave source evaluation from observation of velocity distribution

This paper illustrates how to estimate a wave source generating a wave system, including local waves, with the assumption of linear dispersive waves of two dimensions. The estimation of wave source is realized by using an inverse problem. Unfortunately, the inverse problem is ill-posed in the sense of stability, since the wave source information included in local waves diminishes as the distance from the wave source increases. In the area of applied mathematics, there are well-developed methods to tackle ill-posed problems, which are called regularizations. In this paper, three different regularizations which are well known in applied mathematics are introduced and investigated to learn whether they are applicable to the present problem of the estimation of wave source. From the numerical experiments, it is shown that the estimation is realized by the regularizations introduced in this study, so that they can be applied to the determination of a wave source generating a wave system including local waves. Received: June 6, 2000 / Accepted: February 7, 2001     

锦屏二级水电站深埋隧洞施工难点解析

锦屏二级水电站深埋长隧洞群平均埋深达到1 500~2 000 m,地应力高,工程地质条件复杂,超高压大流量地下水、岩爆、围岩大变形是世界性难题。为解决以上问题,对锦屏二级水电站深埋长隧洞群施工难点进行探讨,主要研究内容和结论如下： 1）地下水处理采用“以堵为主、堵排结合”的总体设计原则,采用的处理技术有引流、局部封堵、系统的高压固结灌浆和分流导洞封堵等; 2）从“以防为主”和“以治为主”2个方面讨论岩爆防治方法,重点论述应力解除爆破和TBM掘进的岩爆处理; 3）分析软岩大变形产生的原因及采取的处理措施,重点论述上台阶扩挖洞径的确定和落底开挖前的加强支护措施。