期刊文献+
共找到4篇文章
< 1 >
每页显示 20 50 100
大型粉状物料储库的改造
1
作者 王相宏 韩高昇 《水泥》 CAS 2018年第10期51-52,共2页
我公司一期电石渣储库因水分较高,在库内壁及库底黏附、板结、且硬化,库内卸料料流呈现漏斗状,使库底充气箱逐渐失效,无法使物料呈流态分布,因其单库储量大,且在储存过程中有大量残留乙炔气等可燃气体,清理时非常危险,人工无法清库,持... 我公司一期电石渣储库因水分较高,在库内壁及库底黏附、板结、且硬化,库内卸料料流呈现漏斗状,使库底充气箱逐渐失效,无法使物料呈流态分布,因其单库储量大,且在储存过程中有大量残留乙炔气等可燃气体,清理时非常危险,人工无法清库,持续使用有效库容降低。为此,在我公司二期电石渣储库施工时,改变了库内结构,增设一个减压锥,分解垂直压力,库直筒与锥体连接处做环形充气流化管,强化分区喷吹,破坏物料结拱。本项改造完成后,卸料时再无漏斗及边壁效应,使用效果良好。 展开更多
关键词 粉料库 物料黏附 边壁效应 漏斗状料 饱和流态
下载PDF
Experimental analysis for the dynamic initiation mechanism of debris flows
2
作者 LI Chi ZHU Wen-hui +3 位作者 LI Lin LU Xiao-bing YAO De Farshad AMINI 《Journal of Mountain Science》 SCIE CSCD 2016年第4期581-592,共12页
Debris flow is one of the major secondary mountain hazards following the earthquake. This study explores the dynamic initiation mechanism of debris flows based on the strength reduction of soils through static and dyn... Debris flow is one of the major secondary mountain hazards following the earthquake. This study explores the dynamic initiation mechanism of debris flows based on the strength reduction of soils through static and dynamic triaxial tests. A series of static and dynamic triaxial tests were conducted on samples in the lab. The samples were prepared according to different grain size distribution, degree of saturation and earthquake magnitudes. The relations of dynamic shear strength, degree of saturation, and number of cycles are summarized through analyzing experimental results. The findings show that the gravelly soil with a wide and continuous gradation has a critical degree of saturation of approximately 87%, above which debris flows will be triggered by rainfall, while the debris flow will be triggered at a critical degree of saturation of about 73% under the effect of rainfall and earthquake(M>6.5). Debris flow initiation is developed in the humidification process, and the earthquake provides energy for triggering debris flows. Debris flows are more likely to be triggered at the relatively low saturation under dynamic loading than under static loading. The resistance of debris flow triggering relies more on internal frication angle than soil cohesion under the effect of rainfall and earthquake. The conclusions provide an experimental analysis method for dynamic initiation mechanism of debris flows. 展开更多
关键词 Mountain hazard Debris flows Initiation mechanism Humidification process Rainfall Earthquake Triaxial test
下载PDF
A new alternative approach for investigating acidization dissolution front propagation in fluid-saturated carbonate rocks 被引量:6
3
作者 ZHAO ChongBin HOBBS Bruce ORD Alison 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2017年第8期1197-1210,共14页
The natural phenomenon associated with the chemical dissolution of dissolvable minerals of rocks can be employed to develop innovative technology in mining and oil extracting engineering. This paper presents a new alt... The natural phenomenon associated with the chemical dissolution of dissolvable minerals of rocks can be employed to develop innovative technology in mining and oil extracting engineering. This paper presents a new alternative approach for theoretically dealing with chemical dissolution front (CDF) propagation in fluid-saturated carbonate rocks. Note that the CDF is represented by the porosity front in this study. In this new approach, the porosity, pore-fluid velocity and acid concentration are directly used as independent variables. To illustrate how to use the present new approach, an aeidization dissolution system (ADS) consisting of carbonate rocks, which belongs to one of the many general chemical dissolution systems (CDSs), is taken as an application example. When the acid dissolution capacity (ADC) number (that is defined as the ratio of the volume of the carbonate rock dissolved by an acid to that of the acid) approaches zero, the present new approach can be used to obtain analytical solutions for the stable ADS. However, if the ADC number is a nonzero finite number, then numerical solutions can be only obtained for the ADS, especially when the ADS is in an unstable state. The related theoretical results have demonstrated that: (1) When the ADS is in a stable state and in the case of the ADC number approaching zero, the present new approach is mathematically equivalent to the previous approach, in which the porosity, pore-fluid pressure and acid concentration are used as independent variables. However, when the ADS is in an unstable state, the use of the present new approach leads to a free parameter that needs to be determined by some other ways. (2) The existence of a non-step-type dissolution front within a transient region should at least satisfy that none of the ADC number, injected acid velocity and reciprocal of the dissolution reaction rate is equal to zero in the stable ADS. 展开更多
关键词 acidization dissolution front propagation critical length alternative approach critical time carbonate rocks
原文传递
Combined Effect of Magnetic Field and Thermal Dispersion on a Non-Darcy Mixed Convection 被引量:2
4
作者 M. F. EI-Amin Shuyu Sun 《Journal of Thermal Science》 SCIE EI CAS CSCD 2011年第3期276-282,共7页
This paper is devoted to investigate the influences of thermal dispersion and magnetic field on a hot semi-infinite vertical porous plate embedded in a saturated Darcy-Forchheimer-Brinkman porous medium. The coefficie... This paper is devoted to investigate the influences of thermal dispersion and magnetic field on a hot semi-infinite vertical porous plate embedded in a saturated Darcy-Forchheimer-Brinkman porous medium. The coefficient of thermal diffusivity has been assumed to be the sum of the molecular diffusivity and the dynamic diffusivity due to mechanical dispersion. The effects of transverse magnetic field parameter (Hartmann number Ha), Reynolds number Re (different velocities), Prandtl number Pr (different types of fluids) and dispersion parameter on the wall shear stress and the heat transfer rate are discussed. 展开更多
关键词 Thermal dispersion non-Darcy convection magneto-hydro-dynamics porous media geothermal systems
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部