DPP100－3型钻机改型设计中的几个问题          下载免费PDF全文

张宝胜 《探矿工程》1994,(4):9-11,15

讨论了ＤＰＰ１００－３型钻机在改型设计中动力匹配，改换汽车底盘的轴荷分配，改装部分的传动装置布置等，主要以选用ＣＡ１４１Ｓ型汽车底盘的改型设计为例进行说明。  相似文献   

华南晚三叠世前陆盆地的成因地层格架及演化历史   总被引：4，自引：0，他引：4  

夏文臣  周杰  袁伟  张素新  杨永强 《地球科学》1994,3(1)

在详细研究盆地中各类沉积体系的沉积构成和演化过程的基础上,通过成因地层对比,建立了残留海湾—前陆盆地的成因地层格架。根据沉积体系的时空组合及其与相关等时性地层面的配置关系,划分出了3个构造沉积幕,每个构造沉积幕都是盆地基底荷载挠曲变形至弹性回跳过程的沉积响应。海平面升降变化和盆内软沉积物压实沉降虽然不能触发和主控盆地基底的构造挠曲旋回,但对各构造沉积幕的地层构型和持续时间有重要影响。盆地基底荷载挠曲变形与海平面升降或压实沉降过程以不同方式叠加,产生各种类型的构造沉积幕,与前陆盆地共生的还有后陆盆地和残留的弧后盆地。  相似文献   

沙漠化评价基本理论初探   总被引：14，自引：1，他引：14  

李振山  王一谋 《中国沙漠》1994,14(2):84-89

沙漠化评价的原则、内容和方法紧密联系。沙漠化研究内容决定其评价内容。沙漠化地图的合适信息负载量，决定各种比例尺的沙漠化评价指征的详细程度，也决定沙漠化分级数与分类数。分级数的下限是沙漠化允许值。  相似文献   

Mine ventilation planning in the 1980s   总被引：1，自引：0，他引：1  

Malcolm J. Mcpherson 《Geotechnical and Geological Engineering》1984,2(3):185-227

Conclusions In this paper, the author has attempted to trace the development of mine ventilation planning from the traditional, manual and largely empirical methods of the past to the numerate computer-based techniques of the 1980s.The computer revolution has changed the face of many engineering disciplines, not least mine environmental engineering. Nevertheless, the mining industries of the world have not all been equally progressive in adapting to the flexibility, power and practical utilization of the new methodologies. It is, for example, incongruous that current textbooks on mine ventilation separate completely the topics of network analysis and ventilation planning with very little cross-referencing. Many of the current generation of mine ventilation engineers recognize the need to know about computers but find difficulty in translating this into their daily work. The growing availability of self-teaching, friendly software for personal microcomputers, coupled with interactive graphics, will assist greatly in promoting uncomplicated but powerful usage of computers.Young engineers now graduating from universities and colleges have been brought up in a computer-oriented environment and are competent in interacting with these machines. Indeed, they wonder how the job was ever done without magnetic data bases and high-speed computation aid.  相似文献   

Relationships among dissolved organic matter,iron, and discharge in a moorland stream     

Ian C. Grieve 《地球表面变化过程与地形》1984,9(1):35-41

Dissolved organic matter (DOM) and iron in a moorland stream were determined at 8-hour intervals over a 6-month period to examine relationships with streamflow. Regression of both solutes on discharge were positive and explained 50–70 per cent of the variance in the solute data, but better predictions were obtained in both cases when a covariate reflecting temporal variation in the relationships was introduced (explained variance 80–90 per cent). Variations in the regression of Fe on DOM were also identified, indicating differences in the complexing power of DOM for Fe and possible variations in the chemical composition of the DOM.  相似文献   

Hydraulics of runoff and loess loam deposition     

J. De Ploey 《地球表面变化过程与地形》1984,9(6):533-539

On many more or less loamy soils, rill erosion is reported to start on slopes that are equal to or steeper than 2–3°; critical Froude numbers for the start of rill wash on these slopes vary between 2·0 and 3·0. This explains why colluvial deposition often occurs on slopes below 2–3°, when water spreads out at the downslope extremities of the rills. The critical hydraulic conditions for loess loam deposition were tested in the laboratory for slopes of 0·5° and 2°, applying unit-discharges (q) up to 10 cm²/s. It appeared from these experiments that for afterflow, without raindrop impact, deposition starts for critical load concentrations (c_cr) varying between several g/1 and about 60 g/l. Under rain c_cr amounts to a minimum value of 100–125 g/l and it increases when the runoff film becomes thinner. Nevertheless, deposition in pluvial runoff is also possible, as was the case during the Weichselian, according to data from quarries in Belgium and in The Netherlands. A modified Kalinske equation is proposed for c_cr prediction, with the introduction of a typical empirical coefficient C_r and considering such factors as shear stress and mean particle size. Massive sedimentation may occur when it stops raining and afterflow starts, since c_cr values are then much lower. It is shown from the Shields' diagram that loamy suspensions are more sensitive to sedimentation than sands in clear water.  相似文献   

单桩竖向抗压极限荷载的极限状态与确定     

吴耀华 《上海国土资源》1995,(4):1-5,14

本文通过对桩的荷载传递和沉降分析，研判了桩的极限载荷的极限状态，并结合工程实例予以说明。根据文献提供的资料，建议桩的极限荷载宜采用Ｓ－ｌｏｇＰ法确定。  相似文献   

Patterns of dissolved organic matter in subarctic peatlands     

T. R. Moore 《地球表面变化过程与地形》1987,12(4):387-397

Samples of water from poor to very rich fens in the Schefferville region of subarctic Quebec revealed strong spatial and temporal variations in dissolved organic carbon (DOC), ranging from 2 to 40 mg 1^?1. Concentrations of DOC tend to increase during the summer and decrease in the autumn, at most sites, which probably reflects increased plant tissue decomposition and higher rates of evapotranspiration. Principal components analysis revealed that DOC is strongly associated with Fe, NO^?₃-N and NO^?₂-N, but essentially independent of other chemical properties of the peat water, such as pH, Ca, Mg, K, P, and NH⁺₄-N. Based on observed concentrations of DOC and estimates of summer runoff (June to September), export of DOC from four peatlands ranges from 1·1 to 4·9 gCm^?2, with the lowest values for peatlands underlain by dolomite. Molecular weight fractionation of four samples revealed significant differences in the dissolved organic matter (DOM), with the largest fractions (GF/C to 10 000 nmw) being dominant in the more acid samples. The ratio of absorbance at 400 and 600 nm wavelengths (E₄:E₆) has been used as a simple indicator of differences in DOM type, ranging from 3 to 15. There is a strong seasonal pattern of increasing E₄:E₆ ratio during the summer at many sites, though this ratio is essentially independent of other chemical properties of peat waters.  相似文献   

Buckling of Piles under Liquefied Soil Conditions     

K. Shanker  P. K. Basudhar  N. R. Patra 《Geotechnical and Geological Engineering》2007,25(3):303-313

The paper pertains to the analysis of piles embedded in liquefiable soils to predict its’ critical buckling load under partial to full loss of lateral support over a portion of the pile length. The analysis is based on extension of Mindlin solution for a point load acting inside a semi infinite elastic half space. Degenerated solutions obtained by using the developed method compares very well with reported results. Parametric studies showed that the depth of liquefiable soil, degradation of soil strength on liquefaction, slenderness ratio, pile stiffness factor and end conditions have significant influence on the buckling behavior of the piles.  相似文献   

REGULATION OF FLOW AND SEDIMENT LOAD IN THE YELLOW RIVER     

Wenxue LI Jixiang LIU Zhanwei WAN 《国际泥沙研究》2007,22(2):103-113

Small runoff, large sediment load, and incompatible relationship of flow and sediment load are very important characteristics of the Yellow River. They are also the crux of the most prominent problems of the Yellow River. To solve these problems, the regimes of flow and sediment load have to be improved by increasing water, reducing sediment load, and by using reservoirs to regulate flow and sediment load. The results of experiments for regulating the flow and sediment load in the last three years by the Xiaolangdi Reservoir have indicated that this measure is a realistic and effective way to mitigate the prominent problems in flood control of the Lower Yellow River at present and in the near future. However, the regulation system is still imperfect. It is advisable to speed up the pace of research and construction of the system for regulating flow and sediment load.  相似文献