Abstract:In this paper results are presented from experiments in which the pressure loss in single-phase pipe flow is studied when radial inflow occurs. Experiments have been carried out with pipes which have different perforation geometries so as to be able to investigate the effect of perforation geometry on the pressure loss. Data analysis of these experiments, as well as analysis of experiments carried out by other groups, yields a pressure loss model which accurately describes pressure losses in single-phase pipe … Show more
“…The upward component of flow past the screen may play an important role in reducing (well screen upflow loss) and should be a focus of further research. Schulkes et al (1999) suggest inflow jets may be beneficial to reduce the head loss. Further, Misstear et al (2017) sites work suggesting upflow head loss in screens may be the largest contributor of total well losses and screen entrance losses negligible.…”
Section: Discussionmentioning
confidence: 99%
“…According to Peterson et al (1955) "the drag in the well screen is almost entirely the result of the influence of the jets of water issuing from the screen openings, and the roughness coefficient of the screen itself can be neglected." However, Schulkes et al (1999) show upflow losses in screens are lower than those in blank pipe as inflow from slots actually displace the boundary layer at the wall, thus decreasing losses.…”
Section: Introductionmentioning
confidence: 91%
“…The terms and can be determined through standard theory of water through pipes, although may be strongly affected by screen type and shape of inflow jets into the well space. According to Peterson et al (1955) “the drag in the well screen is almost entirely the result of the influence of the jets of water issuing from the screen openings, and the roughness coefficient of the screen itself can be neglected.” However, Schulkes et al (1999) show upflow losses in screens are lower than those in blank pipe as inflow from slots actually displace the boundary layer at the wall, thus decreasing losses.…”
Quantifying total well loss through well screens has been traditionally undertaken through experimentally based empirical equations or equations derived for water flow through (circular) orifices. Advances in computer capacity enables incorporation of CFD formulations at millimeter scale, coupling Darcy flow and Reynolds Averaged Navier Stokes (RANS) to better understand and quantify processes related to well loss for different screen types. This study provides a methodology of quantifying well screen head loss using numerical models, coupling Darcy flow (aquifer and filter/gravel pack) with turbulent flow (in‐well and through screen) at a sub‐millimeter scale. Results are used to compare performance of four different types of well screens (Louver, slotted, bridge and wire wrap) and their overall impact and contribution to total well head loss for different slot apertures, pumping rates and hydraulic conductivity of the filter/gravel pack providing a new empirical formulation to quantify screen head loss.
“…The upward component of flow past the screen may play an important role in reducing (well screen upflow loss) and should be a focus of further research. Schulkes et al (1999) suggest inflow jets may be beneficial to reduce the head loss. Further, Misstear et al (2017) sites work suggesting upflow head loss in screens may be the largest contributor of total well losses and screen entrance losses negligible.…”
Section: Discussionmentioning
confidence: 99%
“…According to Peterson et al (1955) "the drag in the well screen is almost entirely the result of the influence of the jets of water issuing from the screen openings, and the roughness coefficient of the screen itself can be neglected." However, Schulkes et al (1999) show upflow losses in screens are lower than those in blank pipe as inflow from slots actually displace the boundary layer at the wall, thus decreasing losses.…”
Section: Introductionmentioning
confidence: 91%
“…The terms and can be determined through standard theory of water through pipes, although may be strongly affected by screen type and shape of inflow jets into the well space. According to Peterson et al (1955) “the drag in the well screen is almost entirely the result of the influence of the jets of water issuing from the screen openings, and the roughness coefficient of the screen itself can be neglected.” However, Schulkes et al (1999) show upflow losses in screens are lower than those in blank pipe as inflow from slots actually displace the boundary layer at the wall, thus decreasing losses.…”
Quantifying total well loss through well screens has been traditionally undertaken through experimentally based empirical equations or equations derived for water flow through (circular) orifices. Advances in computer capacity enables incorporation of CFD formulations at millimeter scale, coupling Darcy flow and Reynolds Averaged Navier Stokes (RANS) to better understand and quantify processes related to well loss for different screen types. This study provides a methodology of quantifying well screen head loss using numerical models, coupling Darcy flow (aquifer and filter/gravel pack) with turbulent flow (in‐well and through screen) at a sub‐millimeter scale. Results are used to compare performance of four different types of well screens (Louver, slotted, bridge and wire wrap) and their overall impact and contribution to total well head loss for different slot apertures, pumping rates and hydraulic conductivity of the filter/gravel pack providing a new empirical formulation to quantify screen head loss.
“…Su , found that the pressure drop of a variable mass flow primarily consists of four parts: friction pressure drop of the tube wall, acceleration, hole roughness, and mixed pressure drop. Schulkes, Yuan, and Zhou revealed that the pressure drop is related to the hole diameter, hole density, velocity, and angle of injection and obtained empirical formulas for the mixed pressure drop. Qu, Le, Shi, and Li studied two-phase transition mass flow and established a pressure drop model for multibranch wells.…”
A proper understanding
of the change characteristics of negative
drainage pressure along a drilling hole is essential since gas drainage
parameters are the key parameters that influence the efficiency of
gas drainage. In this study, based on the coupling of gas seepage
from coal seams and the gas flow along the drilling hole, a theoretical
model was established to calculate the gas pressure change law along
the drilling hole with different influencing factors. Subsequently,
a multibranch method was applied to test the negative pressure at
different drilling holes. Finally, a field test was conducted in the
Jiulishan coal mine to analyze the changed characteristics of the
negative drainage pressure along the drilling hole. The results show
that at a constant negative drainage pressure in the borehole, the
negative pressure gradually decreased with increasing depth. With
an increase in negative drainage pressure at the borehole, the negative
pressure loss for every 100 m substantially increased. The gas flux
had the most obvious influence on the negative pressure in the drilling
hole, and the pressure loss rapidly increased with increasing gas
flux. When the diameter of the borehole was small, the negative pressure
loss was significant; when the drilling hole was deep, the negative
pressure decreased more significantly. This study has important theoretical
and practical significance for improving the gas drainage effect.
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