沉井下沉阻力离心模型试验研究

如何正确计算沉井的下沉阻力一直是沉井结构设计的难点,为了更加深入地研究沉井下沉阻力及其分布规律,通过离心机模型试验分别对4组不同埋深工况下的沉井进行了下沉模拟,对沉井侧壁土压力、刃脚斜面土压力、刃脚踏面土压力、沉井内外土面沉降进行了分析。研究结果表明：侧壁土压力随入土深度的增加呈先增大后减小的趋势,可采用分段函数形式对其大小及分布形式进行简化计算;刃脚斜面土压力呈三次多项式分布形式;随着刃脚入土深度的增加,刃脚斜面与踏面土阻力均显著增大,而单位投影宽度刃脚斜面与踏面土阻力比基本保持不变;沉井下沉会导致井外土面沉降,井内紧靠沉井内壁的土面沉降,离沉井内壁有一定距离的土面隆起。上述试验与分析成果可为理论研究与工程设计提供参考。     

坡面流层流区动力学特性

为完善坡面水流的基础理论研究,基于定床水槽试验,以甘油溶液为试验流体,采用超声波测量技术,进行了4种粗糙度、5种坡度和13种单宽流量条件下的组合试验,研究了坡面流层流区的动力学特性及滚波特征。研究结果表明:在雷诺数为8~160的范围内,流态指数在理论值0.33附近波动,且随粗糙度的增大呈现先增大后减小的变化趋势,在粗糙度为0.10 mm附近达到峰值;阻力系数受坡度和粗糙度影响显著,可较好地由坡度、粗糙度和雷诺数的关系式表示;随着雷诺数的增大,滚波波速和波峰均呈幂函数形式递增,滚波周期大小无明显变化;坡度的增大会使层流失稳临界单宽流量减小,粗糙度的增大会使临界弗劳德数的均值减小。     

山区阶梯式河道水流阻力研究

山区阶梯式河道是自然界来水来沙和山区大比降河床相互作用所形成的,其水力特性、河道阻力较为复杂。为了深入研究其阻力机理,从河床结构阻水的角度提出阶梯式结构糙率尺度的概念,得到了适用于阶梯式河道跌落水流的形体阻力系数表达式,并由不同来源的阻力分量构成了新的山区阶梯式河道水流总阻力系数公式。新公式结果表明,通过不同类型河段的野外试验数据,表面泥沙、阶梯形状以及漂石产生的阻力系数分量之和与试验测量总阻力系数数据的误差较小。随着雷诺数和阶梯单元尺寸的增加,河床表面的泥沙肤面阻力系数基本不变,阶梯式结构形成的跌落水流过渡到滑行水流,阶梯形体阻力系数逐渐变小,而较大粒径松散漂石产生的水流阻力系数只随着雷诺数的增大而减小。     

平庄盆地六家立井地区找铀目标层岩石学特征及其找矿意义

六家立井地区位于平庄盆地北缘,白垩系下统阜新组上段是该区砂岩型铀矿床目标层位,具有较好找铀前景。为深入了解该区砂体的岩石学特征,通过野外钻探工作、岩心编录、样品采集及岩矿测试方法,详细研究了目标层碎屑岩类型、碎屑岩成分、结构构造等岩石学方面特征。结果表明目标层碎屑岩成分成熟度和结构成熟度均较低,具有搬运距离短、沉积速度快的特点,其物源较单一,初步判断物源来自盆地东北部和西北部隆起带酸性花岗岩,同时也为铀成矿提供了良好的铀源。     

A modified approach for semi-quantitative estimation of physical vulnerability of buildings exposed to different landslide intensity scenarios

Landslides are the most common natural disasters in mountainous regions, being responsible for significant loss of life as well as damage to critical infrastructure and properties. As the world population grows, people tend to move to higher locations to construct buildings, thereby making structures vulnerable due to landslides. This paper discusses previous research on the vulnerability assessment of structures exposed to landslides and presents a modified semi-quantitative approach to assess the scenario-based physical vulnerability of buildings based on their resistance ability and landslide intensity. Resistance ability is determined by integrating expert knowledge-based resistance factors assigned to five primary building parameters. Landslide intensity matrix defining different intensity levels is proposed based on combinations of landslide velocity and volume. Physical vulnerability of buildings is estimated and classified as class I, II or III for scenario-based low to very high landslide intensity. Finally, the application of the model is illustrated with a case study of 71 buildings from Garhwal Himalayas, India.     

Rill flow resistance law under equilibrium bed‐load transport conditions

In this paper, a recently deduced flow resistance equation for open channel flow was tested under equilibrium bed‐load transport conditions in a rill. First, the flow resistance equation was deduced applying dimensional analysis and the incomplete self‐similarity condition for the flow velocity distribution. Then, the following steps were carried out for developing the analysis: (a) a relationship (Equation  13 ) between the Γ function of the velocity profile, the rill slope, and the Froude number was calibrated by the available measurements by Jiang et al.; (b) a relationship (Equation  17 ) between the Γ function, the rill slope, the Shields number, and the Froude number was calibrated by the same measurements; and (c) the Darcy–Weisbach friction factor values measured by Jiang et al. were compared with those calculated by the rill flow resistance equation with Γ estimated by Equations  13 and 17 . This last comparison demonstrated that the rill flow resistance equation, in which slope and Shields number, representative of sediment transport effects, are introduced, is characterized by the lowest values of the estimate errors.     

泥石流学科的发展和对策

泥石流研究首先要积极投身于国民经济建设主战场,并以泥石流综合防治为契机,促进山区生态经济系统的良性循环,使得根治泥石流灾害与社会、经济、生态环境协调发展。其次,要突破学科的前沿问题——泥石流起动理论和阻力规律。初步提出了实现目标的措施。     

土壤含水量和磷肥对马铃薯生长发育及抗旱生理的影响

研究了土壤含水量和磷肥对马铃薯生长发育及抗旱生理的影响,结果显示：（1）土壤含水量的下降导致马铃薯幼苗叶片含水量和叶绿素含量降低,可溶性糖、脯氨酸、丙二醛（MDA）含量、相对电导率（REC）及超氧阴离子（O₂^-·）产生速率升高,抗氧化酶活性增强,株高、茎粗、根长、匍匐茎数、地上部分干重降低,马铃薯块茎重量及块茎淀粉、蛋白质、Vc含量下降;（2）不同水分条件下增施适量磷肥,显著提高了马铃薯叶片含水量、叶绿素含量,相对增强了抗氧化酶活性,降低了相对电导率、MDA含量和活性氧水平,且马铃薯块茎重量及块茎淀粉、蛋白质和Vc含量显著增加。（3）比较包括对照在内的6种磷肥增施量,增施15.3 g·m^-2磷肥对马铃薯幼苗抗旱性及生长发育的促进效果最佳。综上所述,干旱胁迫显著抑制了马铃薯幼苗生长发育,而增施适量磷肥可通过提高渗透调节物质含量和抗氧化酶活性,有效缓解干旱胁迫下马铃薯幼苗叶片的脂质过氧化程度及细胞膜损伤,减轻干旱对生长发育的抑制,增强植株整体抗旱性。     

寒旱环境盐胁迫条件下两种草本植物的根系力学特性研究

本项研究选取适宜于西宁盆地及其周边地区生长的2种优势草本植物垂穗披碱草(Elymus nutans Griseb)和细茎冰草(Agropyron trachycaulum (Linn.) Gaertn.)作为供试种,通过室内种植培育方式,采用浓度梯度分别为50mmol/L、100mmol/L、150mmol/L、200mmol/L的Na₂SO₄溶液对2种植物进行盐胁迫处理。在盐胁迫试验处理后的第15d、30d和45d时,分别测定2种植物单根抗拉力和单根抗拉强度。试验结果表明：相同盐胁迫浓度时,2种植物单根抗拉力随生长期增长呈逐渐增大,单根抗拉强度随生长期增加表现为逐渐降低的变化规律;相同生长期时,2种植物单根抗拉力随着胁迫液浓度由0mmol/L增加至200mmol/L时表现为逐渐减小趋势,单根抗拉强度则随着胁迫液浓度增加呈逐渐增大的变化规律;进一步研究表明,在相同胁迫浓度和相同生长期条件下,细茎冰草单根抗拉力和单根抗拉强度分别较垂穗披碱草高0.008N~0.025N和9.646MPa~72.807MPa;2种草本植物单根抗拉力与根径之间呈指数函数关系;2种草本单根抗拉强度分别随根径的增加而逐渐减小,且均与根径呈幂函数关系。本该研究成果对于进一步探讨寒旱环境盐胁迫条件下,草本植物根系力学强度特征及其变化规律具有重要理论研究价值,同时对于有效防治研究区水土流失、浅层滑坡等地质灾害的发生具有实际指导意义。     

关于编制地县级土壤比阻图的初步研究：以浙江省金华县为例

提出了编制地县级土壤比阻图的原则、方法以及等级系统等,并以浙江省金华县为例,探讨了该地区土壤比阻分布规律和影响土壤比阻大小的因素及其在农业机械化中的经济意义。