Title: drilling
1- Drilling Engineering PE 311
- Chapter 2 Drilling Fluids
- Solid Control
2Solid Control in Drilling Operations
Introduction
- Laboratory tests and practical field experience
show that closely monitoring drilled solids in
the mud and minimizing their concentration can
result in large savings of both money and time.
These savings manifest in three ways - Improved drilling rate
- Increased bit life
- Reduced wear on mud pumps.
3Solid Control in Drilling Operations
Introduction
- Solids control methods are based on the average
diameters of the particles being handled - Coarse Particles Greater than 2000 microns
- Intermediate Particles From 250 and 2000 microns
- Medium Particles from 75 to 249 microns
- Fine Particles from 45 to 74 microns
- Ultra-fine Particles from 2 to 44 microns
- Collodial Particles less than 2 microns
4Solid Control in Drilling Operations
Introduction
5Solid Control Methods
Settling
- Treatment of solids-related mud problems may
involve one or more of the following mechanisms
settling, dilution, mechanical separation and
chemical treatment. - Settling involves retaining mud in a nearly
quiescent state long enough to allow the
undissolved solids, which are heavier than water,
to "fall out" of the fluid. The relative success
of this method depends on several factors,
including the size and shape of the particles,
the density of the particles, the density of the
fluid, and the overall retention (settling) time.
- The settling time can be reduced by using a
flocculant to increase the particle size, or by
inducing centrifugal force to increase the
gravitational effect.
6Solid Control Methods
Dilution
- Dilution, unlike the other solids control
methods, does not involve removing solid
particles from the mud rather, it is a means of
decreasing the solids concentration by adding
base fluid to the system. Dilution is most often
used to correct mud properties that have been
altered by the accumulation of drilled solids.
The drawback to this method is that as drilling
progresses, concentrations of drilled solids
continue to increase, and undesirable mud
properties eventually reappear. Also, dilution is
often expensive for the following reasons - The consumption of the products required to
maintain desired mud properties is continually
increasing. - Lack of storage space for the increased mud
volume often leads to the discarding of hundreds
of barrels of valuable drilling mud. - Extra cleanup and transportation costs are
incurred in environmentally sensitive areas.
7Solid Control Methods
Mechanical Separation
- Mechanical separation devices are available in
two basic types vibrating screening devices
(shakers) and systems that use centrifugal force
to increase settling rate. Mechanical treatment
of solids buildup is often the most practical and
cost effective of the four available methodsit
does not alter essential mud properties and it
decreases the need for dilution. Generally
speaking, the greater the cost per barrel of a
given mud, the greater the savings in using
mechanical equipment to rectify mud properties. - The equipment used to mechanically remove solids
from the mud must be designed to fit the
requirements of a given drilling operation not
every piece of equipment is appropriate in every
situation. Furthermore, the equipment
specifically selected to aid in mechanical
removal of solids must be rigged up and
maintained to ensure that the units operate at
peak performance.
8Solid Control Methods
Mechanical Separation Shale Shaker
- Shale Shakers The double-decker shale shaker has
two screens mounted on a flat-bed construction.
The screens can range down to 100 mesh with the
mesh cross section varying from square to an
exaggerated rectangle. Drilled solids down to 177
microns are removed by 80-mesh screens, and
840-micron size particles by 20-mesh screens.
9Solid Control Methods
Mechanical Separation Desilters and Desanders
- Desilters and DesandersThe desilters/desanders
must be equipped with centrifugal pumps capable
of providing sufficient pressure to the
hydrocyclones to allow them to operate in the
desired pressure range. When correctly installed
and operating in the design range, desilters and
desanders are capable of removing up to 95 of
solid particles larger than 15 microns.
10Solid Control Methods
Mechanical Separation Mud Cleaner
- Mud Cleaner The mud cleaner is designed for
intermediate mud weight ranges of 11.0 to 14.0
ppg. It consists of an eight-cone desilter bank
mounted over a small high-speed shaker. The mud
cleaner combines the advantages of solids
separation by means of centrifugal force and
solids removal by screening. - The screen sizes vary, but the size most commonly
used is 200 mesh, which can remove fines down to
75 microns in size. It is impractical to use
screen sizes much below 200 mesh because of
excessive loss of barite over the shaker screen.
11Solid Control Methods
Mechanical Separation - Centrifuge
- Centrifuge In weighted mud systems it is often
desirable to reduce mud maintenance costs by
methods other than dilution. Since it is not
practical to use desilting equipment in these
systems, a centrifuge is often used. - Mud centrifuges work on the decanting principle.
The mud flow enters a chamber rotating at a high
speed, and centrifugal force separates the mud
stream into three components fluid phase,
low-specific-gravity solids, and
high-specific-gravity solids. Following
separation of the low-gravity solids, the
high-gravity solids are returned to the active
mud system. - In unweighted mud systems, a high-volume
decanting centrifuge removes low-specific-gravity
drilled solids most efficiently and economically.
The centrifuge can be operated on unweighted muds
at speeds up to 2200 to 2400 rpm, creating
centrifugal forces greater than 1500 G-force. The
high-volume centrifuge can remove fine solids
down to two microns (e.g., bentonite and clays) .
12Solid Control Methods
Separation Efficiency
- The separation efficiency of hydrocyclones
depends on four general factors - Fluid properties
- Particle properties
- Flow parameters
- Hydrocyclone parameters.
13Solid Control Methods
Mechanical Separation - Hydrocyclone
14Solid Control Methods
Mechanical Separation - Hydrocyclone
15Solid Control Methods
Mechanical Separation - Hydrocyclone
16Solid Control in Drilling Fluids
Density control
- Barium sulfate (barite) is the primary additive
used to increase the density of clay/water muds.
Densities ranging from 9 19 lbm/gal can be
obtained using mixtures of barium sulfate, clay,
and water. The specific gravity of pure barium
fulfate is 4.5, but the commercial grade used in
drilling fluids (API barite) has an average
specific gravity of about 4.2. - Recently, alternative density control agents such
as hematite (Fe2O3) with specific gravity ranging
from 4.9 to 5.3 and ilmenite (FeO.TiO2), with
specific gravity ranging from 4.5 to 5.1 have
been introduced. Because of their hardness, there
is a concern about the abrasive of these
materials in the circulating system.
17Solid Control in Drilling Fluids
Density control Unlimited V2
- The mixture density is given by
- If the storage capacity is available, to increase
the density of the drilling fluid, we simply add
barite to the mud. Therefore, the known and
unknown variables in this case are - Known V1, r1, rB, r2
- Unknown V2, mB
18Solid Control in Drilling Fluids
Density control Unlimited V2
- For ideal mixing the volume of mud, V1 and weight
material, VB, must sum to the desired new volume,
V2 - Likewise, the total mass of mud and weight
material must sum to the desired density-volume
product - Solving these equations simultaneously for
unknowns V2 and mB yields
19Solid Control in Drilling Fluids
Density control Limited V2
- When excess storage capacity is not available,
the density increase will require discarding a
portion of the mud. In this case the proper
volume of old mud should be discarded before
adding weight material. - Known V2, r1, rB, r2
- Unknown V1, mB
20Solid Control in Drilling Fluids
Density control Limited V2
- When excess storage capacity is not available,
the density increase will require discarding a
portion of the mud. In this case the proper
volume of old mud should be discarded before
adding weight material. - Ideal mixing
- Mass balance
- Solving these two equations for V1 and mB gives
- Then the volume of fluid need to discard Vd Vi
V1 With Vi is the initial mud volume.
21Solid Control in Drilling Fluids
Density control wetted barite
- The addition of large amounts of API barite to
the drilling fluid can cause the drilling fluid
to become quite viscous. The finely divided API
barite has an extremely large surface area and
can absorb a significant amount of free water in
the drilling fluid. This problem can be overcome
by adding water with the weight material to make
up for the water adsorbed on the surface of the
finely divided particles. It is often desirable
to add only the minimum water required to wet the
surface of the weight material. The addition of
approximately 1 gallon of water per 100 lbm of
API barite is usually sufficient to prevent an
unacceptable increase in fluid viscosity. - Mass balance
22Solid Control in Drilling Fluids
Density control wetted barite limited V2
- Solving these equations for unknowns V1 and mB
gives - Note that VwB is the volume of water need to add
with one pound of barite. VwB 0.01 - For mB pounds of barite, VwB 0.01 mB.
23Solid Control in Drilling Fluids
Density control
24Solid Control in Drilling Fluids
Density control
- Example Compute the volume and density of a mud
composed of 25 lbm of bentonite clay, 60 lbm of
API barite, and 1 bbl of fresh water - Solution
- The total volume
- Mixture density
25Solid Control in Drilling Fluids
Density control
- Example is desired to increase the density of
200 bbl of 11-lbm/gal mud to 11.5 lbm/gal using
API barite. The final volume is not limited.
Compute the weight of API barite required. - Solution
- The final volume is given
- The weight material barite required
26Solid Control in Drilling Fluids
Density control
- Example it is desired to increase the density of
800 bbl of 12-lbm/gal mud to 14-lbm/gal. one
gallon of water will be added with each 100-lbm
sack of API barite to prevent excessive
thickening of the mud. A final mud volume of 800
bbl is desired. Compute the volume of old mud
that should be discarded and the mass of API
barite to be added.
27Solid Control in Drilling Fluids
Density control
- For a final volume of 800 bbl. V1 is given
- Thus, 99.47 bbl of mud should be discarded before
adding any API barite. The mass of API barite
needed is given by - The volume of water to be added with the barite
- 0.01mB 1,083 gal or 25.79 bbl.