Sentence examples for drainage velocity from inspiring English sources

A parabolic drainage velocity profile inside the liquid film surrounding the bubble was noted through performing Micro-Particle Image Velocimetry (μPIV) measurements in that region.

Using a simple power-law expression to describe the drainage velocity through the foam, and in conjunction with continuity arguments, a theoretical framework was developed to analyse the performance of the vertical column.

A simplified model similar to Nusselt's solution for laminar film condensation on a horizontal tube was derived to describe the drainage velocity profile in the liquid film at a cross-section away from the bubble ends and was able to explain the observed tilt of the bubble.

In other words drainage velocity at deeper layers is higher than surface layers.

The first is reducing the drainage velocity to better retain the clay and silt, so the geotextiles can be used to retain the clay and silt and drain the water.

Some improved measures such as reducing the drainage velocity to retain more clay and silt with the geotextiles, changing the process of filling reclamation with Yellow River sediment and increasing the organic matter content in the overlying soil layer with the addition of the crop straw and residue of the green manure plants are proposed.

Simulation results show that the gas drainage velocities around the perimeter of the panel goaf are higher than in the central goaf, which is consistent with the overlying annular fracture zone model established from CSIRO previous research.

Performing a non-dimensional analysis of the model, the ratio of the average drainage to bubble velocities was found to be a function of the Bond and Capillary (Ca) numbers.

The CFD simulation results showed that in the vane, enhanced with drainage channels, fewer low velocity sectors were observed in the gas flow field due to more turbulence.

The results correlating the degree of drainage to normalized rotation velocity derived from proposed model may be a useful support for a wide range of geotechnical applications, such as laterally loaded rigid piles with rotationally pile connections, offshore wind turbines shafts subjected to torque or torsional vibration, rotation of shaft drilling tools and in situ tests subjected to shear.

After drainage of the lake, flow velocities at the distributary, do not sharply decrease because pre-drainage mass loss needs to be replenished by fast flow.