settled after treatment.
Section II presents our experimental setup for the scaled
vertical slot. The results on the final area propped by the
settled proppant for different types are detailed in section
III. We draw our conclusions in section IV.
II. EXPERIMENTAL SETUP
The experimental setup has been described in detail in
Fernandez et al. [7]. Here we only describe the main fea-
tures. The cell that mimics a fracture is made of a stainless
steal frame 1.6 m long and 0.8 m high. Two acrylic plates
fit in the frame leaving a 6.0 mm gap between them. In the
current study, we have used a smooth and tortuous slot. An
elastomer band is used as gasket to seal the contact between
the frame and the acrylic plates to prevent leakages. Two
metal matrices with bolts and nuts are used to press the two
acrylic plates against the frame and deform the elastomeric
seal. Moreover, these matrices provide additional support to
prevent the cell from deforming under pressure during the
experiments. Two perforations (6.0 mm in diameter) on one
side of the frame (right side in all images and plots) act as
inlets for the fluid. On the opposite side the frame has 49
perforations of 6.0 mm distributed along the entire height
of the cell to act as fluid outlets. For each group of seven
consecutive outlet perforations a prismatic collector welded
to the stainless steal frame collects the fluid that exists from
the cell to direct it into the treatment and drainage system.
These collectors can be opened or closed at will by ma-
nual valves installed after each collector. The inlet side of
the stainless steel frame is welded to a 2.0 in (50.8 mm)
stainless steel tube that serves as casing of the simulated
wellbore. Fig. 1shows the experimental setup.
FIG. 1: Experimental setup: (1) Peristaltic pump and flow damper,
(2) fresh water tank, (3) blender, (4) flow meter, (5) cell, (6) pres-
sure gages (and purge valves), (7) supporting table, (8) drainage.
The full dimensional analysis used to scale these experi-
ments to a reference field fracture is detailed in Fernandez et
al. [7]. Briefly, we consider a reference a vertical field frac-
ture with a half wing length of 80 m , an height of 40 m and
and a thickness of 6 mm. A closed fracture after completion
is typically narrower, however, during pumping, the fractu-
re is open and 6 mm is a reasonable estimation [3]. Since
the sand used in the experiments is similar to the one used
in real operations, the width of the scaled fracture cannot
be different from the field fracture to avoid clogging. The-
refore, the cell is 6 mm wide. The other two dimensions are
scaled by 1/50, which leads to a cell 1.6 m long and 0.8 m
height. We assume that this fracture is connected to a verti-
cal wellbore at two active perforation clusters. Each cluster
is represented by a single injection point in the laboratory
cell. For a pumping rate of 60 BPM1each half wing takes
30 BPM, and each cluster takes 15 BPM. Inside the field
fracture the average speed of the fluid is 0.33 m/s. We set
our laboratory pumping rate in the range 60 to 100 l/min.
This yields a mean velocity in the cell in the range of 0.2
to 0.34 m/s, compatible with the field operation (≈35 −60
BPM). This scaling ensures that the Reynolds number for
the proppant particles and for the fracture itself is conser-
ved (see Fernandez et al. [7]). The Reynolds number for the
perforations is not conserved, however, both field and labo-
ratory perforations remain in the highly turbulent regime.
The dimensional scaling also implies that times are reduced
also by a factor 50 in the laboratory cell.
The mixture (proppant + water) is injected into the cell
through the casing and inlet perforations using a peristaltic
pump (Verderflex, Dura 45). Due to the high flow rate requi-
red to pump through the small perforations, the pressure in
the casing increases up to 12 kg/cm2. We use a flow damper
after the pump to deliver a more continuous flow rate. The
pressure inside the acrylic cell is always below 0.2 kg/cm2.
The fluid is prepared in a mixer that stirs continuously fresh
water and proppant. We use proppant according to API stan-
dard [9]: (a) premium sand, 30/70 mesh - 0.40 mm , bulk
density 1600 kg/m3;(b) glass spheres, 18 mesh - 1 mm, bulk
density 1500 kg/m3and (c) ceramic, 20/40 mesh - 0.63 mm,
bulk density 1800 kg/m3at a concentration of 0.5 kg/l. The
flow rate is measured by a flow meter installed just before
the casing. A pressure transducer provides a measure of the
pressure inside the cell.
To obtain rough walls in the cell, another set of acrylic
plates was machined as described in Basiuk et al. [10]. Due
to the grooves machined on the fracture walls the cell looses
transparency. However, the refractive index of the acrylic is
close to the refractive index of water. As a result, the prop-
pant inside the cell can be observed clearly when the cell
is filled with water. The cell is recorded during each expe-
riment via a digital camera (Optronix CR3000). The frame
rate is set to 120 fps with Full HD resolution. After pum-
ping is stopped and proppant has fully settled, an image is
taken at 4032×3024 pixel resolution. To illuminate the cell
we used two LED reflectors (22500 lumens) and light diffu-
sers to achieve a uniform illumination on the entire surface
of the cell.
We have carried out experiments for three types of prop-
pant, being compatible with field operations: premium sand,
glass spheres and ceramic. In all cases we use the same con-
centration (0.5 Kg/l) and flow rate (61 l/min). The tests were
repeated giving the same dune profile in both cases.
1barrels per minute
Gracia et al. / Anales AFA - XVI Meeting on Recent Advances of Physics of Fluids and its Applications 62-65 63