Poiseuille-Number-Based Kozeny–Carman Model for Computation of Pore Shape Factors on Arbitrary Cross Sections

Author(s):  
Valdecir A. Santos Júnior ◽  
Antônio F. Silva Júnior ◽  
Tatiana A. Simões ◽  
Gustavo P. Oliveira
1988 ◽  
Vol 110 (1) ◽  
pp. 264-266 ◽  
Author(s):  
T. L. Eddy ◽  
G. E. Nielsson
Keyword(s):  

1990 ◽  
Vol 207 ◽  
Author(s):  
Roy W. Rice ◽  
W. R. Grace

AbstractThough the volume fraction (or %) porosity is commonly used as the exclusive porosity variable to describe the porosity dependence of physical properties, it is not sufficient. The average minimum solid area, i.e., of the bond or sintered area between sintering particles, or the minimum web or strut cross-sections is the most appropriate second porosity parameter. Pore shape-stress concentration effects have, at best, limited direct effect on mechanical properties, but generally correlate with minimum solid area effects. Methods of combining effects of different types of porosity within the same body are important and result in quite reasonable descriptions of mechanical properties across a broad range of porosities.


1988 ◽  
Vol 110 (2) ◽  
pp. 188-193
Author(s):  
S. Chattopadhyay

The design stress allowables for various loading conditions involving bending in Section III, Division 1 and Section VIII, Division 2 of the ASME Boiler and Pressure Vessel Code are based on the assumption of a rectangular cross section of the structural members. These allowables do not necessarily provide the same level of safety for all general cross sections. In this work, stress allowables have been proposed for design, level C and test condition loadings to provide adequate safety for all combinations of axial and bending loads. The limits are based on an in-depth study of the interaction curves for the fully plastic condition under combined axial and bending loads. These proposed limits are intended to replace the existing ones in the ASME Code. These modifications apply to the design, level C and testing limits. (NB-3221.3, NB-3224 and NB-3226) of Section III, Division 1, and to the Design and Testing limits (AD-140 and AD-151) of Section VIII, Division 2 of the ASME Code. The modified limits are based on the inclusion of shape factors of individual cross sections.


SPE Journal ◽  
2006 ◽  
Vol 11 (02) ◽  
pp. 171-180 ◽  
Author(s):  
Johan Olav Helland ◽  
Svein M. Skjaeveland

Summary It is shown that the main characteristics of mixed-wet capillary pressure curves with hysteretic scanning loops can be reproduced by a bundle-of-triangular-tubes model. Accurate expressions for the entry pressures are employed, truly accounting for the mixed wettability and the diverse fluid configurations that arise from contact angle hysteresis and pore shape. The simulated curves are compared with published correlations that have been suggested by inspection of laboratory data from core plug experiments. Introduction Knowledge of the functional relationship between capillary pressure and saturation is required in numerical models to solve the equations for fluid flow in the reservoir. In practice, this relationship is formulated as a capillary pressure correlation with several parameters that usually are to be determined from experimental data. Generally, it is not evident how these parameters should be adjusted to account for variations in physical properties such as wettability, pore shape, pore-size distribution, and the underlying pore-scale processes. Therefore, a more physically based correlation, accounting for observable properties, would improve the reliability of the correlation and extend its applicability range. Analytical correlations may be derived assuming a bundle-of-tubes representation of the pore network. Following this approach for a model of cylindrical tubes, Huang et al. (1997) derived a capillary pressure correlation for primary drainage and the hysteresis bounding loop, accounting for variations in wettability. Princen (1992) computed numerically the relationship between capillary pressure and saturation for primary drainage and imbibition for a bundle of tubes with curved triangular cross sections of uniform wettability. He made no attempt, however, to develop any correlation.


2018 ◽  
Author(s):  
Bin Yang ◽  
Lijun You ◽  
Yili Kang ◽  
Zhangxin Chen ◽  
Jian Yang ◽  
...  

2004 ◽  
Vol 126 (3) ◽  
pp. 485-489 ◽  
Author(s):  
Gian Luca Morini

The present work deals with the analysis of the fully developed laminar flow through silicon microchannels. The main integral flow parameters, such as the Poiseuille number f Re, the momentum flux correction factor, the kinetic energy correction factor, the asymptotic incremental pressure drop number and the approximate value of the hydrodynamic entrance length are numerically evaluated for trapezoidal and double-trapezoidal cross sections of the silicon microchannels. The results are quoted in tabular and in graphic form as a function of the microchannel aspect ratio. Finally, very simple polynomial representations of the integral flow parameters are given. These numerical data are a useful tool for technicians and designers involved in micro-fluidic applications and it is demonstrated that these results can be used (instead of or before a CFD simulation approach) for a first evaluation of the pressure drop for liquid flows through smooth microchannels having a hydraulic diameter greater than 30 μm.


2021 ◽  
Vol 10 (1) ◽  
pp. e10710111547
Author(s):  
Valdecir Alves dos Santos Júnior ◽  
Antonio Gilson Barbosa de Lima ◽  
Severino Rodrigues de Farias Neto ◽  
Igor Fernandes Gomes ◽  
Jonathan da Cunha Teixeira

Fluid flow in concentric or eccentric annular ducts have been studied for decades due to large application in medical sciences and engineering areas. This paper aims to study fully developed fluid flow in straight ducts of concentric annular geometries (circular with circular core, elliptical with circular core, elliptical with elliptical core, and circular with elliptical core) using the Galerkin-based Integral method (GBI method). The choice of method was due to the fact that in the literature it is not applied in ducts of cross-sections of the annular shape with variations between circular and elliptical. Results of different hydrodynamics parameters such as velocity distribution, Hagenbach factor, Poiseuille number, and hydrodynamic entrance length, are presented and analyzed. In different cases, the predicted hydrodynamic parameters are compared with results reported in the literature and a good concordance was obtained.


2014 ◽  
Vol 11 (11) ◽  
pp. 12697-12729 ◽  
Author(s):  
O. Mohnke ◽  
C. Nordlund ◽  
R. Jorand ◽  
N. Klitzsch

Abstract. Nuclear Magnetic Resonance (NMR) relaxometry measurements are commonly used to characterize the storage and transport properties of water-saturated rocks. These assessments are based on the proportionality of NMR signal amplitude and relaxation time to porosity (water content) and pore size, respectively. The relationship between pore size and NMR relaxation time depends on pore shape, which is usually assumed to be spherical or cylindrical. However, the NMR response at partial water saturation for natural sediments and rocks differs strongly from the response calculated for spherical or cylindrical pores, because these pore shapes cannot account for water menisci remaining in the corners of de-saturated angular pores. Therefore, we consider a bundle of pores with triangular cross-sections. We introduce analytical solutions of the NMR equations at partial saturation of these pores, which account for water menisci of de-saturated pores. After developing equations that describe the water distribution inside the pores, we calculate the NMR response at partial saturation for imbibition and drainage based on the deduced water distributions. For this pore model, NMR amplitude and NMR relaxation time at partial water saturation strongly depend on pore shape even so the NMR relaxation time at full saturation only depends on the surface to volume ratio of the pore. The pore-shape-dependence at partial saturation arises from the pore shape and capillary pressure dependent water distribution in pores with triangular cross-sections. Moreover, we show the qualitative agreement of the saturation dependent relaxation time distributions of our model with those observed for rocks and soils.


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