数字地图制图中多源数据(资料)的综合应用

探讨了数字地图制图中多源数据综合应用的技术方法,主要内容包括多源数据(资料)的分类、分析与评价;数据获取和基本的处理方法。最后介绍了利用TM影像、全国公路网GPS测量数据和数字海图等几种数据源制作1∶25万协同图的相关情况。     

河道洪水反流向演算过程迭代方法

在流域防洪调度中需要考虑河槽的调蓄作用,河道洪水反流向演算可以简化河库联合调度模型的求解;马斯京根法是河道洪水演算的常用方法,但不能直接用于解决洪水反流向演算问题;提出了马斯京根法和迭代试算相结合的过程迭代算法;实例表明方法是实用有效的。     

关于应用第二次土地调查成果联合开展农村宅基地权属调查及规范农民建房摸底调查的全新工作方法

以广州增城市为例,介绍了应用第二次土地调查成果联合开展农村宅基地权属调查及规范农民建房摸底调查的一种全新工作方法,通过实践应用,得出联合调查这一新方法可以极大地加快工作进度,提高成果质量,节约政府财政成本,减少扰民.     

节理裂隙边坡锚注加固机制及特性研究

本文通过对节理裂隙边坡锚注加固模型的力学推导,得出锚注加固工法可以提高岩石边坡弱面抗剪强度和抗剪刚度的结论;指出锚注结构可以充分发挥锚杆和注浆体各自的材料潜能,从而避免锚杆单独作用所存在的弊端;结合某高速公路边坡加固工程,阐述了锚注加固工法的技术特点及工艺流程,指明压力注浆可以针对边坡岩体的薄弱环节,直接进行有效的处理,使边坡的稳定性得以提高,并就边坡锚注加固施工中存在的技术问题,提出相应的处理措施.     

中缅毗邻区金腊Pb-Zn-Ag多金属矿田元素、稳定同位素和流体包裹体地球化学

跨越中缅边境的金腊铅-锌-银多金属矿田包括南腊和金厂两处铅锌银矿床, 大地构造上处于保山-掸泰地块东缘, 勐统-耿马-西盟元古宙-古生代被动大陆边缘活动带南段.通过对容矿围岩、与矿化有关的花岗岩和矿石元素地球化学以及矿石硫、铅同位素和流体包裹体的研究, 结论如下: (1) 与同类岩石相比, 与矿化有关的花岗岩普遍富集Pb、Zn、Cu、Au、Sn、W等成矿元素, 其中钾长花岗斑岩与Pb-Zn-Ag矿化关系最密切. (2) 铅同位素表明, 矽卡岩型致密块状矿石铅同位素比值(206Pb/204Pb、207Pb/204Pb和208Pb/204Pb) 皆低于热液充填型角砾状矿石和似层状硅化白云岩型矿石, 意味着形成于岩体接触带的矽卡岩型矿石相对形成于远离岩体的热液充填型角砾状矿石和似层状硅化白云岩型矿石含有更低的放射性成因铅. (3) 铅-锌-银矿化主要经历了两个成矿期: 矽卡岩化成矿期和中低温热液成矿期, 前者主要形成铅-锌-铜(金) 矿化, 后者主要形成铅-锌-银矿化; 中低温热液成矿期又可划分为两个成矿阶段: 中温成矿阶段(200~290℃) 和低温成矿阶段(140~200℃), 前者主要形成交代充填型硅化角砾岩矿体, 后者主要形成层间破碎带充填型硅化矿体. (4) 金腊铅锌矿床、保山-镇康地块某些铅锌矿床和昌宁-孟连火山岩带的铅锌矿床, 虽然产于不同的地质构造单元, 但矿石铅同位素组成却具有类似的特征, 而且矿化皆与喜马拉雅期侵位的花岗岩密切相关.这表明: 虽然上述矿床产出于不同的地质构造单元, 但成矿皆与喜马拉雅期构造岩浆活动具有某种内在联系.      

基于最小能耗的海洋浮式平台位置轨迹优化

【目的】研究解决海洋大惯量浮式平台在复杂海况影响下所引起的振动冲击问题。【方法】采用逆运动学分析方法对平台回转位置进行优化研究,提出一种基于关节最小耗能的多目标轨迹优化算法。采用分段样条插值方法构造关节位置曲线,并建立关节能耗轨迹优化模型,采用粒子群算法实现对关节位置的优化搜索,从而得到基于平台转动最小耗能的位置优化轨迹。【结果与结论】所采用的轨迹优化方法能有效改善系统运行的平滑性,降低回转机构振动与冲击的影响程度,可为平台的振动与冲击主动控制提供必要的理论依据。     

A bivariate gamma distribution for use in multivariate flood frequency analysis

A gamma distribution is one of the most frequently selected distribution types for hydrological frequency analysis. The bivariate gamma distribution with gamma marginals may be useful for analysing multivariate hydrological events. This study investigates the applicability of a bivariate gamma model with five parameters for describing the joint probability behavior of multivariate flood events. The parameters are proposed to be estimated from the marginal distributions by the method of moments. The joint distribution, the conditional distribution, and the associated return periods are derived from marginals. The usefulness of the model is demonstrated by representing the joint probabilistic behaviour between correlated flood peak and flood volume and between correlated flood volume and flood duration in the Madawask River basin in the province of Quebec, Canada. Copyright © 2001 John Wiley & Sons, Ltd.     

The key‐group method

This paper proposes an extension to the key‐block method, called ‘key‐group method’, that considers not only individual key blocks but also groups of collapsable blocks into an iterative and progressive analysis of the stability of discontinuous rock slopes. The basics of the key‐block method are recalled herein and then used to prove how key groups can be identified. We reveal that a key group must contain at least one basic key block, yet this condition is not entirely sufficient. The second block candidate for grouping must be another key block or a block whose movement‐preventing faces are common to one or more single key blocks. We also show that the proposed method yields more realistic results than the basic key‐block method and a comparison with results obtained using a distinct element analysis demonstrates the ability of this new method. Copyright © 2003 John Wiley & Sons, Ltd.     

Selection of environmental conditions for nearshore structure design

1　Introduction　InChina ,coastalcitiesaremostlyregionaleconomicdevelopmentcenters.Becauseoftheirspecialgeogra phiclocations ,typhoonsandassociatedstormsurgescauseheavylossesoflivesandproperties.In 1 992 Qing daowasfloodedduetothecoincidenceoftheastrono m…