Why are Small Firms Different? Managers’ Views

Do incentives differ between large and small organizations? Results from a representative survey of compensation managers are used to shed light on the issues. I find that (i) small establishments rely less on pecuniary incentives, and have a significantly more hostile attitude towards incentive schemes based on competition and relative rewards; (ii) large units are more vulnerable to mechanisms of efficiency wages, effects that remain even after controlling for differences in monitoring ability; (iii) large units are more prone to indicate that negative reciprocity is important, and that their employees care about relative pay. I argue that these findings fit with behavioral stories of incentives and motivation, in particular those stressing group interaction effects, inequity aversion and gift exchange.     

西阜高速公路石家庄段弃渣场水保措施探析

针对西阜高速公路石家庄段建设过程中弃渣量大的实际情况,在分析弃渣场选址与治理思路的基础上,提出了工程措施、植物措施和临时拦挡措施相结合的综合防治体系,并对弃渣场水保措施进行典型设计。     

露天边坡工程及FLAC数值分析

以高西沟露天煤矿的西北边帮作为研究对象,运用FLAC3D数值模拟软件,经过数值计算得到边坡安全系数为1.57,其与工程类比法计算得到的数值差不多,知该数值分析方法不仅能快速、准确的算出边坡的稳定性系数,还能够形象的描绘边坡的滑移临界场,是一种有效的边坡稳定性分析的方法。     

甬江河口细颗粒泥沙起动流速研究

通过收集的甬江河口洪枯季细颗粒泥沙运动实测资料,基于垂线平均含沙量突变处对应的垂线平均流速作为该时刻泥沙起动流速的概念,统计获得不同水沙条件下的细颗粒泥沙起动流速数据;比较经典细颗粒泥沙起动流速公式对甬江河口泥沙的适用性,发现张瑞瑾、沙玉清、窦国仁经典公式的计算结果偏大,唐存本、张红武公式的计算结果偏小,窦国仁公式的计算精度最高。通过分析各公式出现误差的原因,引入泥沙水下容重对黏结力影响的修正项,对窦国仁公式进行修正,收集与甬江河口泥沙粒径范围接近的系列水深变化范围内包括粉沙质和淤泥质的细颗粒泥沙起动流速资料对修正公式进行验证,最终拟合得到可适用于大、小水深下的黏性细颗粒泥沙起动流速公式。     

小浪底水库泥沙管道高效输送的合理参数分析

针对管路中沿程实时变化的含沙量和颗粒级配情况,借鉴以往的研究成果,从管路中泥沙的冲淤变化、悬浮特性等多角度分析确定了管道输送泥沙的临界不淤流速;并采用实测值与模型计算值对比拟合的方法,确定了用费祥俊的临界不淤流速计算模型来分析本次管道输送的临界不淤流速;最后,以理论与实践结合提出小浪底水库泥沙管道高效输送的管径和含沙量,为今后试验或生产实践提供参考依据。提出了管径为0.325m和0.63m两种不同工况的高效输送参数:含沙量均为620kg/m~3,中值粒径范围0.051 2~0.062 9mm,D90为0.14mm,输送流速分别可在1.75~2.08m/s和2.08~2.2m/s之间进行调节。对应最大月排沙量分别为8.95万t和34.72万t。     

三峡建库后芦家河水道的演变预测

针对长江中游芦家河河段的特性，建立了适合该河段的平面二维水流数学模型，用芦家河水道的实例资料验证表明，计算值在水位，流速，流向等方面与实例情况一致，说明该模型能够较好地反映芦家河水道的水流运动特性。     

OSCILLATION AMPLITUDE OF THE FREE END OF A FLEXIBLY MOUNTED RIGID CYLINDER IN TRIANGLE ARRANGEMENT

In this paper,the oscillation amplitude of the free end of a group of threecylinders are studied.The three cylinders are erected at the vertices of an equilateral trian-gle,and three arrangements are made in this study.One of the three cylinders is served asa working cylinder which is mounted by a flexible cantilever and two accelerometers areattached on the free end in two directions.The results of the three-cylinder arrangementare compared with those of two cylinders in tandem/side-by-side arrangement in the samecondition.The experimental results show that the rear cylinder of a group of three cylin-ders is affected more seriously than that of the corresponding two cylinders in the contrastarrangement.The main direction of oscillation is changed.The transversal oscillation isstronger than the longitudinal oscillation in the three-cylinder arrangement.On the con-trary,the transversal oscillation is much weaker than the longitudinal oscillation in two-cylinder arrangement.The largest transversal oscillat     

三峡泄洪2￣#坝段位移场的确定性时空分布模型

应用线弹性、粘弹性有限元数值计算方法，以空间多个测点的观测资料为依据，引入测点坐标建立三峡泄洪２＃坝段空间位移场的确定性模型。该模型可以动态监测泄洪２＃坝段在任一组荷载下的位移场，以此分析和评价大坝变形性态。     

灰场原型观测和模拟试验成果及对比分析

本文通过原型观测和室内模拟试验，对灰场的粉煤灰冲填规律进行了分析和探讨.主要内容包括灰水沟槽的位置和断面形状，冲填地形及模拟淤积比降，粉煤灰的群体沉降速度和临界流速.     

丹江口枢纽加高续建溢流表孔水力学问题研究

 为解决“南水北调”引水加高续建溢流表孔的有关水力学问题，将丹江口工程原型水力学观测资料与水工模型试验成果进行了对比分析，提出了建设性的意见，供设计参考。