复合地基中优化设计参数的方法

本文给出了复合地基应力比置换率设计的优化方法,讨论了复合地基中应力比的基本概念和影响因素,可供工程应用时参考。     

VERIFICATION AND COMPARISON OF FORMULAS FOR BED LOAD TRANSPORT

1 .　ＩＮＴＲＯＤＵＣＴＩＯＮＴｈｅｂｅｄｌｏａｄｔｒａｎｓｐｏｒｔｈａｓｂｅｅｎｅｘｔｅｎｓｉｖｅｌｙｓｔｕｄｉｅｄｉｎｔｈｅｐａｓｔｆｅｗｄｅｃａｄｅｓａｎｄｍａｎｙｆｏｒｍｕｌａｓｆｏｒｐｒｅｄｉｃｔｉｎｇｂｅｄｌｏａｄｔｒａｎｓｐｏｒｔｒａｔｅｈａｖｅｂｅｅｎｐｒｅｓｅｎｔｅｄ(Ｅｉｎｓｔｅｉｎ 1950 ;Ｍｅｙｅｒ Ｐｅｔｅｒ 194 8;Ｂａｇｎｏｌｄ 1973;Ｅｎｇｅｌｕｎｄ 1976;Ｙａｌｉｎ 1972 ;Ｓａｍａｇａ 1986;ａｎｄＫａｒｉｍ 1998) .Ｗｈｅｎａｐｐｌｉｅｄｔｏｓｔｒｅａｍｓｗｉｔｈｐａｒｔｉａｌ…     

码头建筑物对水位影响的模型试验及计算方法

河岸码头建筑物势必导致其上游水位壅高及对码头附近水流流态产生影响。以汉江沙洋河段为对象 ,通过定床概化物理模型试验研究了码头建筑物对河道水位与流速场的影响。并基于能量平衡原理 ,采用河道恒定非均匀流水面曲线基本方程 ,结合物理模型试验资料 ,计算了码头建筑物附近的水位变化值 ,并提出了码头建筑物产生的水位壅高值的计算方法。     

DRYING OF GRANULAR PARTICLES IN A MULTISTAGE INCLINED FLUIDIZED BED WITH MECHANICAL VIBRATION

A mathematical model for the drying rate of granular particles in a multistage inclined fluidized bed(IFB) is presented from the standpoint of simultaneous heat and mass transfer, with taking the effect of mechanical vibration added vertically into consideration.

Steady-state distributions for the temperatures and concentrations of the particles and the heating gas, and for the moisture content of the particles are numerically calculated based on the present model. The calculated results show fairly good agreement with the experimental data, which were obtained from the drying experiments of brick particles in a three-stage IFB using comparatively low temperature air(40-60°C) as the heating gas.

It has been found within the range of the experimental conditions employed that, the mechanical vibration added vertically enhances the over-all drying rate of the particles and its effect can be considered equivalent to an increase in the air velocity.     

采用轴径向技术有效解决固定床反应器阻力降的快速升高

讨论了固定床反应器阻力降快速升高的原因，介绍了用轴径向技术解决这一问题的原理及优点，及其在铁铬系变换催化剂和钴钼系耐硫变换催化剂反应器中的实际应用。     

Valley floor landscape change following almost 100 years of flood embankment abandonment on a wandering gravel‐bed river

Critical to restoring the nature conservation value of many river corridors is an understanding of how alluvial landscapes will respond to cessation of river management and land use practices that have previously degraded the environment. This paper analyses changes in valley floor landforms and vegetation patch dynamics, in relation to fluvial disturbance, over a period of almost 100 years following flood embankment abandonment on a wandering gravel‐bed river, namely the River Tummel, Scotland. Such rivers were once typical of many draining upland areas of northern maritime Europe. Prior to abandonment the valley floor landscape was agriculturally dominated and the river for the most part was single thread confined between flood embankments. The pattern of landform change and vegetation patch development over time following a decision in 1903 not to maintain embankments was tracked by geomorphic and land cover mapping utilizing successive sets of aerial photography for the period 1946 to 1994. A historical context for these changes was also feasible because the channel planform in 1900 and earlier channel planform changes dating back to 1753 were known due to the availability of old maps and earlier geomorphic studies. The land cover mapping was validated by comparison of results produced from the interpretation work on the 1994 aerial photographs with the field‐based UK National Vegetation Classification protocol. The findings of the study illustrate that bordering the River Tummel fluvial landforms and vegetation patch mosaics, presumably resembling those that occurred before valley floor land use intensification, evolved in less than 50 years after flood embankment abandonment with a resultant increase in habitat diversity. The change relates primarily to flood‐induced channel planform change and moderate levels of fluvial disturbance. The general significance of this change to plant species diversity on the valley floor of the River Tummel and elsewhere is discussed as is possible implications of the upstream impoundment and scenarios for climatically induced changes in flood frequency and magnitude. The overall outcome is the strong possibility that simple changes in river management and land use practices could result in re‐establishment of the nature conservation value of similar river corridors in Europe over the medium term without active restoration efforts. Copyright © 2002 John Wiley & Sons, Ltd.     

手套箱气氛中氚化水处理的工艺研究

分子筛吸附柱和热金属镁床是手套箱气氛中氚化水 (HTO)搜集和分解处理的一种有效手段。测试了分子筛柱对气氛中水的吸附性能和热金属镁床对HTO的分解性能。结果表明 :分子筛柱对气氛中水的吸附效率 >99 99% ,在空气中水含量为 3 4× 1 0 - 3～ 4 2× 1 0 - 3条件下 ,未发现吸附柱水的贯穿现象 ;热金属镁床对HTO的分解率 >99 9% ,当金属镁的消耗量大于 80 %时 ,未见分解率明显降低。     

应用底饲回燃循环流化床技术改造东锅DG35/3.82-7型流化床锅炉

采用飞灰循环底饲回燃技术改造西南合成制药总厂热电分厂、天府矿务局磨心坡发电厂2台东方DG35/3.82-7型低倍率循环流化床锅炉。改造后运行结果表明,锅炉可长期、稳定运行,尾部飞灰可燃物含量大幅度降低,锅炉蒸发量提高20％左右,节煤效果明显。为燃用贫煤、无烟煤和煤矸石等劣质燃料且锅炉炉膛高度较低的电站技改,提供了一种切实可行的方法。     

滩海油罐CAD/CAG

根据滩海油田地区环境条件的特殊性,认为取50年一遇的3秒钟瞬时风速作为计算依据更切合实际,给出了相应的抗风设计方法和设计公式,根据最新储油罐抗震理论编制了验算程序.将计算机辅助设计与辅助绘图集成一体,形成了一套完整的储油罐CAD/CAG系统.该系统省去了过去人工计算需要查取数据的麻烦,可以自动检索,并完成各项分析计算和全套施工图的绘制工作.速度快、准确性高,直接输出透明图,整洁规范.该系统正用于实际设计生产.     

煤层防塌钻井液技术

从煤层岩的强度等力学性能和化学结构、密度、亲油亲水性等理化性能综合分析了塔里木盆地依奇克里克区块煤层坍塌的机理，确定了防塌措施，用封堵实验法考查了粒径、温度、封堵剂种类与加量等因素对钻井液封堵防塌性能的影响，优选出的煤层防塌钻井液技术配方，在依西-1井、依南-4井等井的现场应用中取得了较好的煤层防塌效果，井径规则，起下钻，电测，取心，下套管，固井作业均顺利。