Borehole Flow, ANSYS Fluent CFD Simulation Training
$150.00 Student Discount
The present problem simulates borehole water flow using ANSYS Fluent software.
Description
Project Description
The present problem simulates borehole water flow using ANSYS Fluent software. Borehole or drilling is making a hole or drilling a well on the ground, which is used to identify the type of soil in the area. Pre-construction drilling or borehole is used to determine the soil type and groundwater status and agriculture and oil and gas drilling operations. A borehole is a hole of 5cm to 25cm in diameter that is drilled into the ground, and the exact size of this diameter depends on the type of soil under study. A borehole is a small-diameter well that is important in soil tests.
These boreholes can be drilled vertically, horizontally, or sloping and have an essential role in the industry to sampling soil materials, checking surface layers, sending equipment and tools, studying the soil condition of the area, etc. Now the water flow inside the borehole or well causes the soil grains to separate from the well wall and enter the water flow. Of course, the degree of separation of soil grains from the well wall depends on the grain’s diameter and the intensity of soil grain adhesion. Since this project simulates a mixture of water flow and soil grains, a multiphase flow must be defined. Therefore, the Eulerian multiphase model is used to determine the liquid-solid two-phase flow.
Project Description
So that the primary phase is water flow, and secondary phase is soil grain. In general, from the eulerian multiphase model in applications such as particle-laden flows with a volume fraction of more than 10% for the dispersed phase, or fluidized bed, or slurry flows including liquid and solid, is used. The calculation area is designed as a section of a well in the form of a vertical cylinder. The inner part of the domain is related to the area of â€‹â€‹water flow, and the outer part of the domain is related to the area of â€‹â€‹soil. Water flow with a speed of 1.6 m.s-1 along with soil particles with a velocity of 1 m.s-1 enter the central part of the well and affect the surrounding soil particles.
Borehole Geometry & Mesh
The present model is designed in three dimensions using Design Modeler software. It is assumed that the well is a perfectly symmetrical cylinder. Therefore, to reduce the computational cost, only one segment of this well has been modeled. This sector is composed of two separate sections in the radial direction. The inner or central part of the sector is related to the fluid flow area, and the outer part of the sector is related to the location of soil grains. Inlet and outlet boundaries are defined only for the water flow area in the central part of the model.
We carry out the model’s meshing using ANSYS Meshing software, and the mesh type is structured. The element number is 413658. The following figure shows the mesh.
Borehole Flow CFD Simulation
We consider several assumptions to simulate the present model:
- We perform a pressure-based solver.
- The simulation is unsteady.
- The gravity effect on the fluid is equal to -9.81 m.s-2 along the Z-axis.
The following table represents a summary of the defining steps of the problem and its solution:
Models | ||
Viscous | k-epsilon | |
k-epsilon model | standard | |
near wall treatment | standard wall functions | |
turbulence multiphase model | dispersed | |
Multiphase Model | Eulerian | |
formulation | implicit | |
number of eulerian phases | 2 (water & soil) | |
Boundary conditions | ||
Inlet | Velocity Inlet | |
velocity magnitude – water | 1.6 m.s^{-1} | |
velocity magnitude – soil | 1 m.s^{-1} | |
Outlet | Outflow | |
flow rate weighting | 1 | |
Wall of Soil Zone & Fluid Zone | Wall | |
wall motion | stationary wall | |
Symmetry of Soil Zone & Fluid Zone | Symmetry | |
Methods | ||
Pressure-Velocity Coupling | Phase Coupled SIMPLE | |
Pressure | PRESTO | |
momentum | first order upwind | |
turbulent kinetic energy | first order upwind | |
turbulent dissipation rate | first order upwind | |
volume fraction | first order upwind | |
Initialization | ||
Initialization methods | Standard | |
gauge pressure | 0 Pascal | |
velocity (x,y,z) for water | 0 m.s^{-1} | |
soil volume fraction | 0 | |
velocity (x,y,z) for soil | 0 m.s^{-1} |
Results & Discussions
At the end of the solution process, we obtain two-dimensional contours related to the volume fraction and the velocity of water flow and soil particles. The results show that some soil particles are separated from the wall of the drilled well and join the water flow, and also some water flow penetrates the soil of the drilled well. This indicates that the amount of shear stress created between the water flow and soil particles prevails over adhesion between the soil grains.
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