Dynamic bridging of proppant particles in a hydraulic fracture

TL;DR

This paper develops a dynamic criterion for particle bridging in suspension flows within channels, considering elasticity and fluid dynamics, with applications to proppant transport in hydraulic fractures.

Contribution

It introduces a new dynamic bridging criterion based on fluid-particle interactions, extending beyond previous static, purely kinematic models.

Findings

Bridging occurs within specific velocity ranges depending on particle size.

The criterion accounts for particle and wall elasticity effects.

Simulations demonstrate the criterion's application to hydraulic fracture proppant transport.

Abstract

This work is focused on the development of a dynamic criterion for the arching and bridging of spherical particles in a 3D suspension flow through a channel with plane walls. Elasticity of the particles and the channel walls are taken into account. The carrier fluid is viscous and incompressible. Bridging occurs under the balance of the hydrodynamic force exerted from the fluid on the particles and the friction force exerted from the walls on the particles. The 3D motion of particles in fluid is analyzed by means of direct numerical simulation. The bridging criterion is formulated as a domain on the plane in terms of the two nondimensional parameters: the particle size to channel width ratio and the flow velocity. For each scaled particle diameter there is a range of critical velocities, in which bridging occurs. Various geometrical configurations are considered: three and four particles across the slot. Stability of the bridge is studied. The dynamic bridging criterion is different from the earlier purely kinematic criteria, which were formulated in terms of the particle-to-channel width ratio only. The bridging criterion is implemented into the 2D width-averaged lubrication model of suspension flow through a plane channel, and illustrative simulations are conducted. Application is for proppant transport in hydraulic fractures.