聊城市水资源现状分析与对策

根据聊城市近几年的地表水及地下水的水质监测资料,对水资源现状进行了分析,并对主要污染物进行了评价,提出了如何解决存在问题的措施与建议.     

The BLAST-CODE model - A Computer-Aided Bench Blast Design and Simulation System

Blast design is a critical factor dominating fragmentation and cost of actual bench blasts. However, due to the varying nature of rock properties and geology as well as free surface conditions, reliable theoretic formulae are still unavailable at present and in most cases blast design is carried out by personal experience. As an effort to find a more scientific and reliable tool for blast design, a computer-aided bench blast design and simulation system, the BLAST-CODE model, is developed for Shuichang surface mine, Mining Industry Company of the Capital Iron and Steel Corporation Beijing. The BLAST-CODE model consists of a database representing geological and topographical conditions of the mine and the modules Frag + and Disp + for blast design and prediction of resultant fragmentation and displacement of rock mass. The two modules are established in accordance with cratering theory qualitatively and modified quantitatively by regression of the data collected from 85 bench blasting practices conducted in 3 mines of the Shuichang surface mine. Blasting parameters are selected based upon quantitative and comprehensive evaluation on the effect of the factors such as rock properties, geology, free surface conditions and detonation characteristics of the explosive products in use. In order to ensure practicality and reliability of the system, the BLAST-CODE model allows automatic adjustment to the selected parameters such as burden B and spacing S as well as explosive charge amount Q of any blasthole under irregular topographic and/or varying blastability conditions of the rock mass to be blasted. Simulation of the BLAST-CODE model includes prediction of fragmentation and displacement that are demonstrated in terms of swell factor, characteristic rock size x c and size distribution coefficient n by Rossin-Ramler's equation, and 3-dimentional muck pile profile. The BLAST-CODE model also permits interactive parameter selection based on comparison of the predicted fragmentation and displacement as well as the cost for drilling, explosives, and accessories until the most effective option can be selected.     

昆仑山口西8.1级地震前青海省形变及地温前兆特征分析

通过对青海省地倾斜、地应力、深井地温3种前兆手段在昆仑山口西8．1级地震前异常的分析与研究，得出了强地震远场前兆的一些初步特征，并与近场前兆异常特征做了比较，这对该省今后强震短期预报将是有益的。     

桥梁隔震体系振动台试验研究(IV)——隔震桥梁的设计方法探讨

在前文模型试验的基础上 ,本文总结归纳了隔震桥梁的设计方法与设计流程 ,着重论述探讨了隔震桥梁的概念设计与细部构造设计应注意的问题     

昆明城市主要街道绿化状况分析

通过对昆明城市11条主要街道的绿化状况的实际观测和563名城市居民的问卷调查所得资料的分析，发现：在所调查的主要街道中已有72.7%兴建了绿化带，大多是改造后的街道，显示了城市道路加大绿化的理念已在城市道路改造中得到了体现，并且得到了广大市民的认可，但是城市街道绿化仍存在较多问题：绿化程度不尽人意，特别是城市中心的繁华街道绿化程度仍较低，绿化树种单一，缺乏具有特色的本地树种，树龄老化现象也较突出，绿化树木种植缺乏规范性、系统性等等，距市民的期望还有较大差距。在研究分析的基础上对昆明城市街道绿化提出了建议。     

电法勘探在汤岗子地热田中的应用

文章从不同岩石的电性差异及地热区视电阻率与温度的关系出发,通过综合电法在汤岗子地热田又找到了新的地热资源,说明综合电法对勘查地热是行之有效的.     

多右端非对称位移方程组的GMRES种子投影方法

考虑用GMRES方法求解多右端非对称位移方程组(A-σjI)x^(j)=b^(j)，1≤j≤p。基于Smith的求解多右端方程组的种子投影思想，提出了求解上述位移方程组的GMRES种子投影方法，利用种子方程组产生的Krylov子空间来求近似解。本文给出了近似解的误差界，最后数值结果显示了该方法的有效性。     

杭州华门清水湾别墅区滑坡研究

通过杭州清水湾别墅区滑坡结构、变形特征及主要控制因素的分析,认为滑坡主要是由于人工不适当开挖边坡造成斜坡地质体临空、雨水渗透诱发土体失稳下滑而形成的,通过计算稳定系数和剩余下滑力,对斜坡稳定性作出评价并提供防治方案。     

黄河上游第四纪河流地貌演化--兼论青藏高原1∶25万新生代地质填图地貌演化调查

在青藏高原1∶25万地质填图中,新生代地貌演化调查方法是查明地貌组成的形态、分布、形成年代等特征,分析地貌成因类型,研究地貌与构造、气候、沉积的关系,通过夷平面、河流阶地等反映隆升过程的标志性地貌面调查,分析地貌发展阶段,建立区域地貌演化史.由黄河上游羊曲段阶地地貌调查结果,推断黄河在0.03 Ma才切开共和南山.对比黄河上游不同发育地段阶地,表明黄河上游地貌演化过程是伴随高原阶段隆升而向上游阶段性溯源侵蚀发展的.1.6 Ma黄河稳定出现在民和-兰州-临夏,1.1 Ma切开积石峡到达化隆-贵德,0.15 Ma切开龙羊峡出现于共和盆地,约0.03 Ma经历最新抬升事件,切开贵南南山及西秦岭,并沟通若尔盖盆地抵达黄河源区.     

赣东北前震旦纪陆内叠加褶皱

江南古陆与华夏古陆拼接带北西侧前震旦纪地层中存在着近东西向褶皱叠加在早期近南北向褶皱上的现象,这是怀玉地块向西拼贴、华夏古陆向北西碰撞拼接过程中构造应力向陆内传递时形成的构造变形系统。叠加褶皱与拼接带具有成生联系,且各自代表了不同构造部位的变形特点。这一构造系统形成于前震旦纪,可能与格林威尔(Grenville)造山运动相当。