Related Experiment Video
Updated: Feb 22, 2026

Flash NanoPrecipitation for the Encapsulation of Hydrophobic and Hydrophilic Compounds in Polymeric Nanoparticles
Published on: January 7, 2019
Silo discharge of binary granular mixtures.
M Madrid1, K Asencio2, D Maza2
1Departamento Ingeniería Mecánica, Facultad Regional La Plata, Universidad Tecnológica Nacional, CONICET, Avenida 60 Esquina 124, La Plata 1900, Argentina.
The mass flow rate of granular materials discharged from silos is predictable using existing formulas, even with mixtures of different particle sizes. Particle size distribution significantly impacts volume fraction but not velocity profiles.
Area of Science:
- Granular physics
- Fluid dynamics
- Material science
Background:
- Understanding granular flow is crucial for industries handling bulk materials.
- Discharge dynamics from silos are complex, influenced by particle properties and silo geometry.
- Previous studies primarily focused on monodisperse granular flows.
Purpose of the Study:
- To investigate the mass flow rate of bidisperse granular mixtures from 3D silos.
- To analyze the effect of particle size ratio on volume fraction and velocity profiles.
- To adapt existing mass flow rate models for granular mixtures.
Main Methods:
- Numerical simulations of granular discharge.
- Experimental validation of simulation results.
- Analysis of volume fraction and velocity profiles across the orifice.
Main Results:
- Silo discharge velocity profiles are insensitive to mixture composition.
- Volume fraction profiles are significantly affected by the ratio of coarse to fine particles.
- An effective particle size can characterize the mixture for flow rate predictions.
Conclusions:
- Existing mass flow rate expressions for monodisperse particles are applicable to bidisperse mixtures.
- The study provides a method to predict granular flow rates for mixed particle sizes.
- Findings contribute to more accurate modeling of granular material discharge.
Related Concept Videos
Design Example: Aggregate Gradation
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
Mixing Concrete
Sieve Analysis and Grading Curves
Segregation in Fresh Concrete
Pumped Concrete
For direct-acting pumps, the concrete enters the pump via the inlet valve under the action of gravity and suction created by the movement of the piston. This concrete is then forced into the pipeline and out through the outlet valve by the forward movement...
Preplaced Aggregate Concrete

