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风蚀集沙仪的等动力性试验研究 被引量:4
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作者 荣姣凤 高焕文 李胜 《中国水土保持》 北大核心 2004年第5期17-19,共3页
集沙仪是指用于风蚀采样中的仪器。室内试验中,在风洞内对点阵集沙仪和BSNE集沙仪进行等动力性试验研究的结果表明,降低进沙口的高度有利于提高集沙仪的等动力性,但由于影响等动力性的因素众多,探寻出主要的影响因素尚需做深入的研究。
关键词 风蚀 集沙仪 排气口 等动力性
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旋风分离式集沙仪性能试验研究 被引量:5
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作者 冬梅 赵士杰 +2 位作者 范贵生 赵满全 图雅 《农机化研究》 北大核心 2012年第6期138-140,222,共4页
集沙仪是用于采集土壤风蚀过程中的风蚀物来测定风沙流结构的仪器。旋风分离式集沙仪在0FDY-1.2型移动式风蚀风洞内的等动力性试验和单个分离器沙尘采集试验表明:该集沙仪满足等动力性要求,单个分离器对0.3~0.076mm的土样进行收集,不... 集沙仪是用于采集土壤风蚀过程中的风蚀物来测定风沙流结构的仪器。旋风分离式集沙仪在0FDY-1.2型移动式风蚀风洞内的等动力性试验和单个分离器沙尘采集试验表明:该集沙仪满足等动力性要求,单个分离器对0.3~0.076mm的土样进行收集,不同风速下其收集效率均在96.24%,土样粒径d<0.076mm时的平均收集率为92.44%。旋风分离式集沙仪可用于保护性耕作抗风蚀效果的测试,为其有效实施提供科学依据。 展开更多
关键词 旋风分离式集沙仪 等动力性 沙尘收集率 风蚀 风洞
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集沙仪结构设计及其性能实验研究 被引量:4
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作者 王嘉珺 姬亚芹 赵雪艳 《水土保持通报》 CSCD 北大核心 2012年第3期116-122,共7页
集沙仪作为专门用于收集风蚀颗粒的采样仪器对土壤风蚀研究具有重要意义。从通风屏的位置和面积,形成通风屏的筛网目数和进沙口位置等方面设计了16种集沙仪。通过在风洞内进行的等动力性实验和采集率实验最终筛选出面积为9 884mm2的通... 集沙仪作为专门用于收集风蚀颗粒的采样仪器对土壤风蚀研究具有重要意义。从通风屏的位置和面积,形成通风屏的筛网目数和进沙口位置等方面设计了16种集沙仪。通过在风洞内进行的等动力性实验和采集率实验最终筛选出面积为9 884mm2的通风屏位于集沙仪顶部,进沙口凸出集沙仪迎风面的集沙仪是16种集沙仪中采集性能最好的集沙仪。其修正后的进沙口风速与实验风速比为0.870;对0.10~0.25,0.075~0.10和<0.075mm粒径范围的土样,各风速的平均采集率分别为83.58%,81.16%和60.93%,适合采集跃移及部分悬移运动颗粒;该集沙仪结构简单,操作方便,可采集同一位置不同高度的风蚀尘,也可添加旋转装置用于野外观测,符合室内外风蚀研究需要。 展开更多
关键词 风蚀 集沙仪 结构设计 等动力性 采集率
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分流对冲式与循环摩擦式农田风沙分离器性能对比试验 被引量:2
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作者 孟庆鹏 陈智 +3 位作者 豪宝尔 牛文彩 崔洪旭 汪文静 《农机化研究》 北大核心 2020年第3期169-174,共6页
有效预防农田土壤风蚀,防止耕地退化,需要研究农田土壤风蚀机理。集沙仪作为研究农田土壤风蚀的关键仪器,其核心部件风沙分离器的结构设计会影响集沙仪的测试精度。针对分流对冲式与循环摩擦式风沙分离器,利用微型风洞对其等动力性、降... 有效预防农田土壤风蚀,防止耕地退化,需要研究农田土壤风蚀机理。集沙仪作为研究农田土壤风蚀的关键仪器,其核心部件风沙分离器的结构设计会影响集沙仪的测试精度。针对分流对冲式与循环摩擦式风沙分离器,利用微型风洞对其等动力性、降速性能和气固分离效率进行对比试验分析,选用性能更好的风沙分离器以实现农田集沙仪的全自动采集风蚀数据功能,进一步提高其测试精度。试验结果表明:在5种风速条件下,分流对冲式与循环摩擦式风沙分离器的等动力性分别为91.99%、92.04%、92.31%、92.06%、92.14%和92.90%、92.78%、93.06%、92.99%、92.84%;在13.8m/s试验风速下,分流对冲式风沙分离器排气口风速降低83.84%,排沙口风速降低88.99%;而循环摩擦式风沙分离器排气口风速降低92.54%,排沙口风速降低90.41%。分流对冲式与循环摩擦式风沙分离器气固分离效率分别为99.8%,98.9%。 展开更多
关键词 农田风沙分离器 循环摩擦 分流对冲 等动力性 降速
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Dynamic analysis and nonlinear identification of space deployable structure 被引量:1
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作者 郭宏伟 刘荣强 邓宗全 《Journal of Central South University》 SCIE EI CAS 2013年第5期1204-1213,共10页
The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum mod... The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum model, finite element model and simulation model, respectively. The mast frequencies and mode shapes were calculated by these models and compared with each other. The error between the equivalent continuum model and the finite element model is less than 5% when the mast length is longer. Dynamic responses of the mast with different lengths are tested, the mode frequencies and mode shapes are compared with finite element model. The mode shapes match well with each other, while the frequencies tested by experiments are lower than the results of the finite element model, which reflects the joints lower the mast stiffness. The nonlinear dynamic characteristics are presented in the dynamic responses of the mast under different excitation force levels. The joint nonlinearities in the deployable mast are identified as nonlinear hysteresis contributed by the coulomb friction which soften the mast stiffness and lower the mast frequencies. 展开更多
关键词 deployable structure finite element model equivalent continuum model NONLINEAR dynamic analysis
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Adsorption of acid and basic dyes by sludge-based activated carbon:Isotherm and kinetic studies 被引量:3
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作者 李鑫 王广智 +2 位作者 李伟光 王萍 宿程远 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期103-113,共11页
A batch experiment was conducted to investigate the adsorption of an acid dye(Acid Orange 51) and a basic dye(Safranine) from aqueous solutions by the sludge-based activated carbon(SBAC). The results show that the ads... A batch experiment was conducted to investigate the adsorption of an acid dye(Acid Orange 51) and a basic dye(Safranine) from aqueous solutions by the sludge-based activated carbon(SBAC). The results show that the adsorption of Acid Orange 51 decreases at high p H values, whereas the uptake of Safranine is higher in neutral and alkaline solutions than that in acidic conditions. The adsorption time needed for Safranine to reach equilibrium is shorter than that for Acid Orange 51. The uptakes of the dyes both increase with temperature increasing, indicating that the adsorption process of the dyes onto SBAC is endothermic. The equilibrium data of the dyes are both best represented by the Redlich-Peterson model. At 25 °C, the maximum adsorption capacities of SBAC for Acid Orange 51 and Safranine are 248.70 mg/g and 525.84 mg/g, respectively. The Elovich model is found to best describe the adsorption process of both dyes, indicating that the rate-limiting step involves the chemisorption. It can be concluded that SBAC is a promising material for the removal of Acid Orange 51 and Safranine from aqueous solutions. 展开更多
关键词 sludge-based activated carbon Acid Orange 51 Safranine adsorption isotherms kinetics
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Distribution of acceleration and empirical formula for calculating maximum acceleration of rockfill dams
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作者 周晖 李俊杰 康飞 《Journal of Central South University》 SCIE EI CAS 2010年第3期642-647,共6页
To find the distribution patterns of dynamic amplification coefficients for dams subjected to earthquake, 3D seismic responses of concrete-faced rockfill dams with different heights and different shapes of river valle... To find the distribution patterns of dynamic amplification coefficients for dams subjected to earthquake, 3D seismic responses of concrete-faced rockfill dams with different heights and different shapes of river valley were analyzed by using the equivalent-linear model. Statistical analysis was also made to the seismic coefficient, and an empirical formula for calculating the maximum acceleration was provided. The results indicate that under the condition of the same dam height and the same base acceleration excitations, with the increase of the river valley width, the position of the maximum acceleration on the axis of the top of the dam moves from the center to the riversides symmetrically. For the narrow valleys, the maximum acceleration occurs in the middle of the axis at the top of the dam; for wide valleys the maximum acceleration appears near the riversides. The result negates the application of 2D dynamical computation for wide valleys, and shows that for the seismic response of high concrete-faced rockfill dams, the seismic coefficient along the axis should be given, except for that along the dam height. Seismic stability analysis of rockfill dams using pseudo-static method can be modified according to the formula. 展开更多
关键词 concrete-faced rockfill dam 3D dynamical response analysis equivalent-linear method ACCELERATION seismic coefficient statistical analysis
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