Shear stresses on the wall of a dense gas—solids riser
✍ Scribed by W.P.M. Van Swaaij; C. Buurman; J.W. van Bruegel
- Publisher
- Elsevier Science
- Year
- 1970
- Tongue
- English
- Weight
- 232 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0009-2509
No coin nor oath required. For personal study only.
✦ Synopsis
The potential of the mercury+Fe(NO,), (500 mmolar) system was about +0.5 V (vs. the S.C.E.). However, as soon as cadmium or indium was mixed into the mercury and interfacial turbulence commenced, the potential decreased to about + 0.35 V (Cd) or + 0.39 V (In), and oscillated approx-imatelyf0.05
V about this mean value. It is apparent, then, that during turbulence, the mixed potential was dominated by the Fe3+/Fe2+ couple, although the Cd/Cd2+ or In/In3+ couple had a significant effect. This potential is quite far to the left of the electrocapillary maximum (approx.-0.5 V vs. a S.C.E.) in the region where small changes in potential produce large changes in interfacial tension.
Some observations made by Brimacombe and Richardson seem to agree with this mechanism as well. When an eddy of aqueous solution with a high concentration of ferric ions was projected from a syringe onto an interface between indium amalgam and an aqueous solution with a low concentration of ferric ions, a rapid outward movement of the interface away from the eddy was seen. According to Eq. ( 5), the potential at the region of the Fe3+ ion eddy would be undoubtedly higher than at the remainder of the interface where the Fe3+ ion concentration was less. The result would be a localized lowering of the interfacial tension and outward movement of the interface.
📜 SIMILAR VOLUMES
Abstraet--A new approach to the modelling of gross gas-solids flow through the riser in a circulating fluidized-bed system is proposed in this paper. This approach differs from the previous ones, which are found to be theoretically incorrect based on a fundamental analysis of the riser process hydro
This paper illustrates the use of the computer program SWALLO based on the finite element method to predict the stress distributions in multi-storey shear walls. The program which automatically divides the wall into triangular elements allows for the effect of a piled foundation by representing each
## Abstract The axial profiles of cross‐sectional average solids holdup profiles were studied in two 10 m long, 76 mm i. d. and 203 mm i. d. risers with the solids circulation rate up to 550 kg/m^2^s, superficial gas velocities up to 10.0 m/s, and solids inventory up to 410 kg in the 320 mm i. d. s