11B. Introduction Drilling Fluids
11B. Introduction Drilling Fluids
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Introduction to Drilling Fluids
Gérard Daccord
SRPC
Schlumberger Private
This is an introductory presentation on drilling fluids, to be presented in the frame of the
SRPC Physics métiers series of internal training sessions.
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Introduction to Drilling Fluids – Part 1 5/31/2005
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You recognize here a view of a land-drilling rig. In this presentation, we will focus on the
parts that lie behind the rig itself, colored in brown.
The photograph shows the mud tanks on the right side, with the flow line – big inclined
pipe going from underneath the drill floor towards the mud tanks - clearly visible.
The second photograph shows two helpers climbing a ladder, on an artic drilling rig.
Origin of the word “mud”: the legend is that, for drilling a 1000 ft well through loose sand in
1901, the driller ran cows through a pond to create a muddy water supply that was pumped
down the hole to keep the hole stable. The well produced 50,000 b/d oil.
DF: short for “drilling fluid”, not “derrick floor” that is commonly used as depth origin on logs
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Objective
n Provide an overall introduction about drilling fluids*, biased towards what
matters for SLB daily activity …
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This presentation is an introduction, with very little details on specific areas. Its intended
audience is thus young engineers or more senior personnel who wish to have a general
view.
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Introduction
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2. DF at the rig site, surface view
Drilling fluid maintenance, process & techniques, Drilling Fluid Company
mud circuit, solids circuit
3. DF Chemistry
Clays, polymers, WBM’s and OBM’s, filtrate
4. DF at the rig site, a few downhole problems DF company - SLB
DF in movement: circulation, solids transport, displacement,
T&P effects, filtration, formation damage, etc.
Interactions of DF’s with SLB operations Schlumberger
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D&M, GP’s, tools and measurements
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. A brief introduction to introduce some basic vocabulary, describe the mud circuit and give
rough numbers
. The largest part will detail the functions expected from drilling fluids, then their properties
and a brief outline of their composition.
. In Part 2, we will describe the management of the drilling fluid on surface: a large part is
dedicated to solids control and environmental constrains
. Part 3 contains a description of DF’s chemistry, mainly focused on clays – bentonite and
shales - and polymers.
. Part 4 is an overview of the main processes taking place downhole: hydraulics, solids
transport, etc. This part ends up with the interaction of drilling fluids with Schlumberger
Operations and services.
Each sub-part of this presentation could be expanded to a full 1-to-2 hours presentation: it
is not the objective of this presentation to go in these details. A few references are
provided at the end that provide more details in these specific fields.
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Basic Vocabulary
Inlet Mud Circuit
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Most of times, the Drilling
Fluid is recycled, after
treatment on surface to
maintain or adjust its
properties
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The mud is pumped from the mud tank on surface through the standpipe and down the drill
string.
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“active system”
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Cycle time ~ 2-3 hours
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The second half of the mud circuit starts at the drill bit, then upward through the annulus.
The mud exits the hole through the flow line and is treated through the various pieces of
solids control equipment, positioned on top of mud tanks.
The other picture shows a simplified view of the mud circuit, without the rig itself.
The active system is defined as the circuit in which the DF is being recirculated; the typical
cycle time is 2-3 hours = (tank volume + well volume) / flow rate
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Typical Numbers
n Volumes handled
– Surface: active = 500 bbl, reserve = 1000 bbl
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– Hole volume: 8 ½ in, 10000 ft -> 3000 bbl (500 m3)
n Drilling Fluid Cost
– Fluid alone: from 5 to a few 100’s $/bbl
– Fluid management equipments
– Fluid maintenance + disposal costs
n “Mud Bill”: can reach 10-20% of well cost
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The active volume that must be handled on surface is about 150 m3 / 500 bbls. This
represents the surface part of the DF that is recirculated.
The volume underneath the ground surface is much larger and depends whether the well
is just starting or close to completion. E.g. for an intermediate 8 ½ in section, the hole
volume is typically 500 m3 / 3000 bbl
The drilling fluid represents by itself a significant capital: the mud cost ranges from a few
US dollars/bbl (for spud muds) up to a few 100’s dollars/bbl. Multiplied by the volume of
the active system (surface + downhole), you may have a few 100’s k$ drilling fluid.
The mud bill represents the total of the costs related to the drilling fluid, including
• The fluid itself,
• The additives required for drilling the well
• The specialized equipment required to manage the fluid (mainly solids control
equipment).
• The cost of uploading and downloading the fluids to/from the rig
• The disposal cost for the wastes.
• The personnel needed to run this system
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Example of Well
Cost Summary
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DF = 13 % of well cost
(logging = 7%, cementing = 3.5 %)
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For this land well, the DF is the second largest expense after rig rental costs.
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R&D activities in
Schlumberger Private
Montrouge STE SRPC & St Austell Cambridge
Smith-SLB JV
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Smith Schlumberger
2003 2004 2003 2004
9 GD Revenue (billlion $) 3.6 4.4 10.1 11.5
5/31/2005 Net Income (million $) 124 182 382 1223
This slide shows an historical view of the implication of Schlumberger in drilling fluids
Up to about 1990, Sedco Forex had a DF engineering activity, focused on solids control. This
was an engineering activity, supporting their drilling rigs.
In the early 90’s Schlumberger invested in drilling fluids by acquiring a mud company,
International Drilling Fluids (IDF, based in Saint Austell, Cornwall, UK) and moving the mud
engineering of SF towards Dowell (located in Saint Etienne, France): the objective was to
take advantage of the synergy between cementing and drilling fluids.
The activity of the St Etienne center was transferred to Clamart in 1993. St Austell was in
charge of the chemistry of mud systems and SRPC of the modeling and software part.
In 1999, Schlumberger formed a Joint venture with Smith International by acquiring 40% of
M-I drilling fluids (previously owned by Halliburton, which just acquired Baroid): all
engineering work of DF’s was transferred to Houston.
At the time, the JV also included a solids control branch, called SWACO. This branch has
since been closely incorporated into M-I: they are called MI SWACO.
Smith Schlumberger
2003 2004 2003 2004
Revenue (billlion $) 3.6 4.4 10.1 11.5
Net Income (million $) 124 182 382 1223
M-I SWACO represents 50% of the revenue (I.e. 890 M$ for SLB part, for 2004).
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Introduction
Part 1 – Function, properties
Part 2 – DF management on surface
Part 3 – DF chemistry
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Functions, Properties, Composition
of Drilling Fluids
Mud types
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This module will look at the basic functions of a drilling fluid.
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The Drilling Fluid has to provide many functions in order to reach these
objectives
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Origin of the term “mud”: the top sections of the hole are initially drilled with water. As the soil
mixes with water, this fluid looks like a mud. By extension, drilling fluids are called muds, DF
engineers are “mud engineers”, DF companies are “mud companies”, etc.
This is somehow a pejorative term and we will use Drilling Fluid instead. Also, for a fluid that
costs a few 100’s US$/bbl, this is quite a costly mud!!
Drilling fluids are complex mixtures that are expected to provide a variety of functions, subject
to constrains. The two major constrains are nowadays HSE – S&E first of all - and cost.
The properties are usually defined by the client in terms of API properties + a few others that
are not normalized.
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1. Lift and Carry Drilled Cuttings from the bit to 1. Not injure people or be damaging to the
Surface environment
Permit separation of solids at surface 2. Non damaging to the fluid bearing formation
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2. Control Formation Pressures 3. Not corrode or cause excessive wear
Maintain a Stable “In Gauge” Hole (abrasion) of drilling equipment
3. Cool and Lubricate the Bit 4. Not require unusual or expensive methods of
completion
Lubricate the Drill String
5. Not too sensitive to contamination, withstand
4. Secure Hole Information
well temperature
Power / Transmit signals from Downhole Tools
6. Ridiculously expensive
Prevent fluid from entering the formation
5. Hydraulic efficiency
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This is self-explanatory.
A few of these functions are not direct drilling objectives but “enablers”, e.g. “permit solids
separation on surface”
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Well cleaning
Hole control
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Lubrication
Hole Information
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Oilfield Review, April 1994
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This is another way of showing the same requirements as on previous slide, the time when
these requirements appear and the close link between mud properties and the well
parameters:
•Required function vs. potential problem
In this respect, this slide introduces next slides where each function is further analyzed in
terms of potential problems
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Well cleaning
Carry Cuttings out of Hole (Hole Cleaning) Hole control
without re-introducing them later Lubrication
Hole Information
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ØHole is “packed” minimum value stress high
ØReduced ROP • Lower ROP enough
ØIncreased drag • Pipe rotation
• Special DP
• Viscous sweeps
• Cuttings remain in the fluid High High • Separate solids on Rheology as low
ØFluid density & rheology increases surface, as soon as as possible
ØHigh “EMW” and “ECD” possible
ØFormation breakdown, losses • Dump / Dilute mud
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ØAll other fluid properties are
affected
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This slide and next ones aims at analyzing the underlying reasons for each key function.
This is presented in the HARC form (Hazard Analysis and Risk Control) or FMECA
(Failure Modes Effects and Criticality Analysis). In short, each risk the function aims at
preventing is quantified in terms of both severity (in case the problem actually happens)
and probability (of occurrence). The risk is the combination of both criteria. This is a
recognized way of prioritizing actions.
Proactive actions must be taken according to the risk, in order to reduce all major risks
areas.
On this slide and next ones, the severity and probability ranking are heavily dependent on
well parameters: such an analysis could be done per section. This is outlined in the slides
at the end of Part 1.
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Well cleaning
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HSE if H2S
• Connection gas Low Low to M. Low gel values Rheology
• Unstable wellbore: Medium Medium to Maintain adequate fluid Density
Wash outs, well collapse low density
“Cavings” in the wellbore
Hole cleaning
• Swelling formations: High Low • Select mud type Inhibition
“Tight spots”, large drag • Increase inhibition
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Potential for kicks • Keep low rheology • yield stress
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• gel strength
Connection gas in itself is not a big risk, this is used as an indicator of more serious
potential problems to come.
Losses are classified in broad categories, from seepage losses to total losses. Seepage
losses may just be due to high filtration rate
Potential for kicks if the fluid level in the well is too low (due to losses), decreasing the
hydrostatic pressure in front of gas zones.
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Well cleaning
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• At the bit Medium Low • Decrease solids • Nature of
Premature bit wear content continuous
Low ROP • Clean hole from phase
• Along drill string High Low solids and weak mud • Lubricant
Low WOB cake • Filter cake
Unable to reach TD • Add lubricant
• Change mud type
• Along casing High Low
• [Switch to rotary
Unable to reach TD
steerable drilling]
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There are various ways of acting on the lubricating properties of a DF: switch from WBM to
OBM, add a liquid lubricant, add a solids lubricant (e.g. glass beads)
The way the well is drilled has a strong influence on the drag: hole spiraling due to
directional drilling induces large friction while rotary steerable drilling produces much
smoother holes, hence lower friction.
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Well cleaning
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• Gas shows -> HSE quickly as possible Encapsulation
• Decrease viscosity • Rheology
• Bad communication with BHA Medium Low “Anti foam” Compressibility
Data lost
• Modify near wellbore reservoir Low High • Efficient filtration • Fluid loss
information control volume
Saturation and resistivity
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This is an important function for SLB, as it directly influences the quality of the data we
measure and transmit to the client.
Communication problems may appear with foams or foamy muds like aphrons: the
pressure pulses are strongly attenuated.
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Negative Functions
Potential problem Severity Probability Actions
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• Corrosion of drill pipes or BHA High Low • “Corrosion rings”
• Additives, O 2 content
• Difficult to displace Medium Low • Do not “over-treat”
Compatibility with other fluids • Special mud systems
Cost
• Fluid cost Proactive fluid management
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This is a list of additional concerns for the mud engineer, not apparent to the other persons
on the rig except when the potential problem materializes
HSE is a constrain that must be considered well before drilling, in the design phase.
For the North Sea, there is a list of chemicals that “Pause Little Or No Risk” = PLONOR
list. Ideally, all chemicals used should appear there. No risk means both non-toxic and
biodegradable.
Corrosion is monitored on a daily basis by weighting “corrosion rings”
Atmospheric oxygen increases corrosion as in any fluid pumped downhole: oxygen
scavenger can be used.
One potential problem is the negative interaction of the DF with BHA, such as chemical
compatibility with rubbers (mud motors and silicate muds).
Over treating an OBM is classically done, to ensure fluid stability in case of contamination.
However, the excess amount of surfactant can create a lot of direct or indirect damage:
change wettability of reservoir, make water-wet hole surfaces difficult to clean hence bad
cement quality.
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Other Functions
Hydraulic power is the most efficient way to carry
energy downhole
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= Pressure drop through the nozzles / pump
pressure
Pump pressure =
friction in the pipe (turbulent flow)
+ ∆P in the mud motor-BHA
+ ∆P at nozzles
+ friction in the annulus (laminar flow)
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• Power MWD / LWD tools with minimum erosion
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Traditionally, a key effectiveness criterion for a DF is its hydraulic efficiency: for best
ROP, most of the pressure drop should take place in the nozzles. Friction pressure drop
in the pipe and annulus are nuisances.
The drilling fluid should not contain and material which is likely to damage/plug down hole
equipment. This usually involves keeping the sand content below 0.5 % and keeping the
size and concentration of lost circulation material below the suppliers limits.
The photograph at bottom shows a part from the ADN8 D&M tool, badly eroded.
Pressure pulse attenuation may be of interest in deep holes, this may make OBM less
suitable for transferring information upwards.
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gel strength(s)
Fluid loss: n Weighting agents
filtrate volume n Cuttings
filter cake thickness & nature n Other: bentonite, salt, LCM, glass beads, etc.
Inhibition: Dissolved compounds
cuttings integrity
water activity n Salts
Fluid stability vs. temperature, shear, n Polymers
contamination, etc.; no settling n Dispersants, surfactants, polyols, etc.
Lubricity
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Corrosiveness
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Functions
Properties
Density Composition
CALIBRATE
KEEP HOLE FREE BY ADDING/
By convention the density is called the mud TO EXPEL MUD
REMOVING
weight LEAD SHOT
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n EMW: P&T effects vs. depth
n ECD: includes annulus friction pressure SCALE BAR
drop
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D Vanbeck
The mud density is commonly measured using a mud balance. This can have 4 different
scales on it to accommodate various operator’s requirements. What are they?
Pounds per gallon, pounds per square inch per 1000 feet, specific gravity and pounds per
cubic foot.
Mud balances can only work if they are calibrated correctly. This is done using Distilled water.
Although the balance can be re-calibrated with lead shot this is not recommended as accuracy
may not be possible. It is far better to have a new balance available. The cost is insignificant
when the operation may depend on it (blow out etc).
Note that the lid and balance are calibrated together. Don’t use a different lid????
Pressure balances work the same way except they can remove entrapped air. All the
components are numbered as a set. So again don’t mix and match.
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An accuracy of 0.05 ppg can be reached with a well calibrated and maintained pressurized
mud balanced. More often the accuracy is closer to 0.2 ppg, which is the minimum required for
safe drilling.
Often, mud engineer only have atmospheric mud balance: mud density is thus systematically
underestimated.
• MW (Mud weight) is measured at surface, from the active pit
• EMW (Equivalent Mud Weight) is the density of the DF averaged all along the well
trajectory, accounting for temperature and pressure effects (thermal expansion and
compressibility)
• ECD (Equivalent Circulating Density) is the EMW + friction pressure drops
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Rheology
DF’s are viscoplastic, thixotropic fluids Funnel viscosity
3 parameters minimum required:
– Viscosity
– Yield stress
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– Gel strength (measured after different rest periods)
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Measured with
Gel strength
10 increasing shear rate
Shear Stress (Pa)
6 Measured with
decreasing shear rate
4 Yield stress Bingham yield stress
2 (or shear strength)
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0 200 400 600 800 100 120
Shear rate (s -1 )
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It is important to understand the difference between the various “yield strengths”, that originate
from the non-ideal behavior of muds:
. Bingham yield stress: extrapolation at zero shear rate, based on a limited
number of readings (often at 600 and 300 or 100 and 300 RPM)
. True yield stress: shear stress extrapolated from continuous measurements
down to very low shear rates.
. Gel strength: shear stress required to initiate flow after a rest period of given
duration. Because DF are thixotropic, the gel strength increases with the duration of the rest
period. The API requires the GS to be measured after 10 s and 10 mn rest. These are called
the “gel values”.
Nevertheless, even after 10 mn, the gel strength continues to increase. It is more common to
reach a pseudo steady-state gel strength value after 1 hour than after 10 min; for practical
reasons, the rest period is limited to 10 mn in API specs.
For most muds, the Bingham model provides a good enough fit, I.e. the data are well fitted
even at low shear rate. For polymer muds, a 3-parameters model is necessary since the data
show a more pronounced curvature at low shear rates.
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Rheology
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– Solids content, especially small size cuttings viscosity
– Polymers non-Newtonian behavior
n Pressure & Temperature
n Solids dispersion & polymer hydration, shear history, additives
n Ageing, thermal degradation, contamination by influxes or cement, etc.
Thus maintaining drilling fluid properties constant over time is a full job, done by trial and error
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Rheology is probably the DF property that is the most sensitive to its composition.
Maintaining DF rheology at specified values is an art, key skill for the DF engineer.
Often, it takes a full round trip for the mud additives to show their full effect on the
rheology: dispersion and hydration of these additives takes time. Thus, it is a common
practice to disperse and hydrate these additives in a separate tank and then add this pre-
mix to the active system.
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Example of rheological data for an HEC (hydroxyethyl cellulose, I.e. polymer used in
completion operations) solution.
The operator uses the PV/TY data which provide an acceptable fit at high shear rates.
However, the solids carrying properties of this fluid are very poor, looking at the LSR
values (low shear rate). In fact, this fluid is used to carry solid particle and have them
settled in the hole to form a protective plug.
There is no doubt that either a power law or Herschel Bulkley model will provide a much
better fit.
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(Static) Filtration
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Mainly dependent on Wellbore Formation
n WBM: bentonite flocculation, starch
n OBM: O/B ratio
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Static mud Mud solids Mud
Dynamic filtrate
cake
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Filtration is due to the flow of the DF past low pressure permeable formations. If the
formation permeability is high enough, a filter cake is formed on the wellbore.
The API specs use 2 parameters to describe this filtration process, fluid loss volume and
cake thickness.
At least two more parameters are required to describe the effectiveness of the DF vs.
drilling operations, static vs. dynamic cake and filtrate invasion.
DF filter cakes are usually strongly compressible, namely their permeability decreases
when the pressure differential increases (non-reversible). This compressibility depends on
the relative amount of bentonite vs. other solids.
FOR OBM’s, the cake properties is primarily dependent on the brine droplets.
DF filter cakes are extremely effective in limiting formation invasion, with fluid loss volume
as low as a few mL in 30 mn, I.e. an invasion velocity of ~1 mm/hour (porosity ~15%)! If
steady state filtration can be maintained.
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For OBM’s: water activity adjusted to formation
water activity
– CaCl2 content in the aqueous phase
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On surface, bad inhibition also means ineffective shale shaker operation with wet cuttings,
I.e. high maintenance cost (bottom-center photographs: before and after using the correct
drillingfluid).
Inhibition is the main selection criterion for the mud system, from bentonite mud, KCl-
PHPA (partially hydrolyzed polyacrylamide), glycol muds to OBM/SBM’s
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Poor inhibition
– Water enters the rock,
– The rock swells, becoming more permeable and weaker,
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– More water can enter until the rock fails
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Shales – or water sensitive formations – are rocks whose properties significantly change with water content.
These changes are most of times detrimental, including:
• Shales: weakening of the rock mechanical strength, which can ultimately lead to hole collapse.
• Sandstones: decrease of permeability, ultimately the rock becomes impermeable to oil flow.
Since shales represent about 2/3 of the formations drilled, shale swelling and destabilization is a serious
drilling problem when drilling intermediate sections.
Many methods are available to limit or prevent shale destabilization, from the simplest to the most efficient:
• Increase the salt content of the aqueous phase: NaCl
• Use stabilizing cations, like potassium or calcium: KCl muds
• Limit the infiltration of aqueous phase, by creating an impermeable cake (acting on filtration
properties) and removing filtration of aqueous phase (oil-based muds)
• Strengthen the formation, to help it resist swelling: silicate muds
Usually, more than one mechanism act together:
• The aqueous water activity is decreased, by adding salts: -> thermodynamic effect
• Bridging cations are used: K+, Ca ++ -> colloidal forces
• Organic bridging molecules are used: polyols.
• Polymers coat the shale surface (PHPA, encapsulating polymers).
• Silicates react with chemical groups on rock surface, creating covalent bonds(? Actual
mechanisms not well understood.)
References:
• L Bailey, B Craster, C Sawdon, M Brady, S Cliffe, New Insight into the Mechanisms of Shale Inhibition
Using Water Based Silicate Drilling Fluids, SPE 39401.
• Reid, P. I., Dolan, B., and Cliffe, S.: “Mechanism of Shale Inhibition by Polyols in Water Based Drilling
Fluids,” SPE 28960, presented at the International Symposium on Oilfield Chemistry, San Antonio (February,
1995).
• Curtis Boney, Clay stabilization, 8 Jul. 2002, http://eurekabb.slb.com/stimknow-bb/msg00005.html
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Condenser
Mud Sample
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Oil
Graduated
+ a few assumptions
Retort
• Liquid phases: O/W or O/B ratio
• HGS: “High Gravity Solids” = barite Pseudo
• LGS: “Low Gravity Solids” phases
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The oil-brine ratio is the primary design criterion for OBM/SBM. This is determined using
the retort and knowing the salt content, monitored using titration methods.
API titration methods allow to determine the actual mud composition in terms of two solid
pseudo phases:
• High Gravity Solids
• Low gravity solids, include all solids other than barite. I.e. cuttings + bentonite + excess
salt + polymers + surfactants, etc.
For practical purposes, the DF engineer must maintain the DF LGS contents below a
threshold value: this a key indicator of mud cleanliness.
Oil-based muds and synthetic-based muds have a particular feature vs. water-based
muds, namely the wide “particle-size” range that strongly impacts sound and ultrasound
propagation. In addition to solids, they contain brine droplets. This large heterogeneity
induces a large acoustic attenuation, which directly impact Schlumberger acoustic tools
like the USI.
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Functions
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Soluble salts
Water soluble organics: Aqueous phase Aqueous phase
Belong to LGS phase
dispersants, polymers, surfactants
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2+ liquid phases 3 liquid phases 2 liquid phases
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Summary table of the components of a DF and the phases – and pseudo phases - in
which they are distributed.
Note: polyols may be only partially soluble in the aqueous phase; in this situation, there is
a third liquid phase.
The column on the right side corresponds what was considered in the MudCADE software,
developed in SRPC in the late 90’s.
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casing(s) or liner(s)
– Surface casing
– Surface casing
– Intermediate casing(s) or liner(s)
– Production casing, or liner
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Different DF systems are used in different sections
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This slide summarizes the basics of an oil well. This slide and subsequent ones have been
extracted from an introductory presentation on cementing.
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Conductor Pipe
Standard conditions …
n Prevent top unconsolidated soil layers from falling into the hole
30’’ casing in n Cemented to surface
36’’ hole
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n The casing carries no load
and
“Spud mud”, low cost, water-based
20’’ casing in
26’’ hole
30 m - 300 m … to challenging problems
Offshore:
n Possible occurrence of shallow water flows
n Low temperatures
n Drilling through gas hydrates under deep water conditions
Onshore:
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n Shallow gas flows
31 GD
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The first section of a well is the top-hole, in which a conductor casing is set. There is
usually no specific problem here except in some situations in which shallow flows are
expected.
The top hole is quickly drilled with water + some bentonite as drilling fluid. As drilling
continues, more additives are added to the active system to improve the DF properties for
subsequent sections: mainly polymers.
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Introduction to Drilling Fluids – Part 1 5/31/2005
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Surface Casing
Schlumberger Private
n Must withstand eventual kicks: stronger than formation at shoe
n Isolates surface fresh water aquifers
n Has to be cemented up to surface,
Bentonite water-based mud
16’’ casing
in 20’’ hole
Challenges Offshore:
n possible occurrence of swallow water flows
1000 m
n low temperatures
n protect gas hydrates bearing zones
Schlumberger Private
32 GD
5/31/2005
The surface casing has a significant role since it will bear the blow-out preventer (BOP).
Thus, in the event of a kick, and after closing the BOPs, quite high pressures may occur in
this large pipe. To withstand these potentially severe conditions, the casing must be
cemented up to surface.
Also, the formations that are crossed contain aquifers and it wo uld be a serious problem if
these fresh water reservoirs were polluted due to cross flow with other formations!
More requirements come in when drilling in deep water environments since the formations
are still quite cool - thus preventing fast setting of the cement. It is not uncommon to drill
through gas hydrates bearing formation, which represents a serious drilling hazard.
Accurate prediction of the temperature in the formation during these operations is not
mature yet. We are at the limits of our technological know-how.
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Intermediate Casing(s)
Schlumberger Private
n Cemented up to shoe of previous casing
n Potential problems: over-pressured or loss zones, shales
Schlumberger Private
33 GD
5/31/2005
Intermediate casings are set between the surface casing and the top of the reservoir.
Theses sections might be long, with deviated portions. In mature fields, the pressure
window between the pore pressure and the fracture pressure may be very narrow. This
causes serious placement problems and exotic solutions are sometimes required:
• 2 stages jobs
• foamed cement
• Modern solution = LiteCRETE systems
When zonal isolation problems are expected, very costly cement slurries are used that can
push the cost of the cement job to several thousand US dollars.
Offshore, drilling is sometimes limited by the need to lift cuttings through the riser, I.e. low
velocity area: DF rheology may be dictated by this need.
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Introduction to Drilling Fluids – Part 1 5/31/2005
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Schlumberger Private
n Potential problems: torque & drag
Schlumberger Private
34 GD
5/31/2005
The reservoir casing or liner has objectives similar to those cited above. A liner is a casing
that only covers the new open hole and stops just above the shoe of the previous casing
hence saving costs of steel.
Zonal isolation is now a critical issue especially when there are several reservoirs or when
the oil company wants to produce a specific layer:
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Introduction to Drilling Fluids – Part 1 5/31/2005
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Hydrostatic
Min. Dynamic
Frac
Pore
Schlumberger Private
Shoe of
1000
previous
Measured Depth
Warning
Danger
Pressure window
Schlumberger Private
Well Dynamic Well Security
35 GD
5/31/2005
Three slides to explain the telescoping casing design from the pressure control point view.
Present slide: definition of vocabulary and standard representation ED vs. TVD. A variation
is to present ED vs. measured depth, for deviated wells.
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Schlumberger Private
Static conditions:
ED = mud density
Dynamic conditions:
ECD = mud density + frictions / g TVD
Schlumberger Private
36 GD
5/31/2005
Practical results, for an offshore well: many casing sizes are mandatory.
If any of these 3 facts is not kept, this is called “managed pressure drilling”
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Conventional Riserless
Managed
Pressure Single
Heavier Mud w/
Seawater Above
Drilling
Mudline
Mud
Weight
Same Bottom
Hole Pressure
Schlumberger Private
Pressure
Depth
Schlumberger Private
37 GD
5/31/2005
One way to go beyond the pressure window limitations is commonly called “managed
pressure drilling”.
•A radical solution for offshore well is the so-called dual-gradient method. This is
being developed, not fully tested yet.
•Less radical solutions include choking the mud flow on surface: this has been
commonly done for underbalanced drilling.
•Choking the mud flow at sea bed level
•Gas injection in the riser
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Introduction to Drilling Fluids – Part 1 5/31/2005
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Schlumberger Private
3 RPM Fann 25 15 10 5 5
Fluid Loss (mL)** n/c 10-15 5-10 3-5 3-5
10 mn gels (lbf/100 ft2) 35 max 35 max 35 max 35 max 35 max
Key driver for the DF cost cost ROP, inhibition reservoir
Schlumberger Private
38 GD
5/31/2005
38
Introduction to Drilling Fluids – Part 1 5/31/2005
G Daccord Mud Types and M-I Swaco Systems
Cheap to moderately expensive
WBM’s
Expensive to very expensive
OBM’s, SBM’s
Schlumberger Private
Drilling Systems
Bentonite muds M-I Gel Diesel-based muds Versadrill
Polymer muds PolyPlus Mineral oil-based muds Versaclean
Inhibitive muds K-MAG Low-toxicity mineral oil (LTMO) Versavert
Encapsulating muds Ultradril Synthetic oil-based muds
Glycol mud Glydril Linear alpha-olefins, internal olefins Novaplus, Novatec
Inhibition
Other water based muds WARP Paraffin Paratherm
Silicate muds Sildril Paradril, Ultidrill
Conductive muds SigmaDril Paraland
HSE
MMH, Aphrons, Formate Aphrons ICS Rheliant
DRILPLEX Ester muds Petrofree, Finagreen
DURATHERM, Ecogreen
ENVIROTHERM Exotic systems: Acetal, ether, etc
Old systems: Gypsum muds, Lime muds
Reservoir Drilling Systems
Slide before last of part 1, giving an overview of DF systems, This is organized in Water-based Stardril
DiPro
FLOPRO
Oil-based FAZEPRO
TRUCORE
VERSAPRO, VERSAPRO LS
DIPRO Water-Base. DIPRO is a highly engineered drilling fluid system with a wide range of flexibility and compatibility with a full gamut of well
conditions and completion methods.
FAZEPRO Oil-Base. The FAZEPRO system is the industry's only reversible reservoir drill-in fluid system that delivers the drilling performance of an
invert emulsion fluid with the filtercake-removal efficiency and overall completion simplicity of a water-base mud.
FLOPRO NT Water-Base. M-I SWACO has worked to develop technology and a fluid system to answer the production needs of the reservoir
engineer, while addressing the performance requirements of the drilling operations personnel.
NOVAPRO Synthetic-Base. The synthetic NOVAPRO olefin-base drilling fluid system, designed for reservoir drilling applications, is especially
suited for high-temperature, low-permeability, open-hole-completed reservoirs.
NOVATEC Synthetic-Base. NOVATEC, an ultra-low-viscosity, LAO-base synthetic fluid system suited for use in deepwater operations, drilling in
environmentally sensitive and high-differential pressure environments, is especially suited for cold water and ERD applications.
PARAPRO Synthetic-Base. The PARAPRO paraffin-base drilling fluid system is designed as an alternative to conventional or mineral-oil reservoir
drill-in fluid systems.
TRUCORE Oil-Base. All-oil oil-base system designed for coring operations
VERSAPRO Oil-Base. The oil-base VERSAPRO reservoir drill-in fluid is designed for drilling high-temperature, low-permeability, open-hole-
completed reservoirs.
Schlumberger Private
VERSAPRO LS Oil-Base. The VERSAPRO LS system is a low-solids invert emulsion version of the VERSAPRO system. It employs CaCl2,
CaBr2, NaBr, KCOOH, CeCOOH, etc. as the internal phase for density.
M-I Drilling systems
APHRON ICS Water-Base. An engineered, high-performance drilling fluid that reduces the risk of formation invasion and lost circulation by the use
of energized micro bubbles.
DRILPLEX Water-Base. The DRILPLEX system delivers exceptional performance in a multitude of applications and does so in one, easily
engineered, cost-effective and environmentally sound package.
DURATHERM Water-Base. The DURATHERM system is a low-colloid, contaminant-resistant water-base fluid designed for high-temperature
drilling.
ECOGREEN Synthetic-Base. ECOGREEN, our ester-base synthetic fluid system, is one more example of M-I's uncompromising pledge to balance
superb downhole performance with environmental stewardship.
ENVIROTHERM Water-Base. The ENVIROTHERM system is a chrome-free, environmentally advanced fluid designed for high-temperature
drilling.
ENVIROVERT Oil-Base. With ENVIROVERT, operators now have all the performance advantages of a conventional invert-emulsion drilling fluid,
with the added benefit of reduced disposal costs.
GLYDRIL Water-Base. The GLYDRIL systems, a family of glycol-enhanced fluid systems, deliver performance beyond that of conve ntional polymer
and other water-base fluids.
K-MAG Water-Base. The K-MAG system, used for drilling troublesome shales, provides good shale inhibition and wellbore stability as it minimizes
clay migration, swelling and dispersion.
NOVAPLUS Synthetic-Base. The low-viscosity, internal-olefin-base NOVAPLUS synthetic drilling fluid is ideally suited for drilling in deepwater
and environmentally sensitive areas.
NOVATEC Synthetic-Base. NOVATEC, an ultra-low-viscosity, LAO-base synthetic fluid system suited for use in deepwater operations, drilling in
environmentally sensitive and high-differential pressure environments, is especially suited for cold water and ERD applications.
PARADRIL Synthetic-Base. The paraffin-base PARADRIL system provides good hole cleaning, superior retur n permeability, minimal formation
damage and excellent wellbore stability that help maximize production and lower costs.
PARALAND Synthetic-Base. The paraffin-base PARALAND drilling fluid system is designed to allow the optimized land-based disposal of drill
cuttings.
POLY-PLUS Water-Base. The polymer-base, POLY-PLUS PHPA system is designed for improved cuttings encapsulation and shale stabilization.
RHELIANT Synthetic-Base. The RHELIANT 'Flat' rheology system is designed to manage ECD without sacrificing hole cleaning ability or
promoting barite sag.
SILDRIL Water-Base. The SILDRIL system capitalizes on the very latest in silicate technology to give performance approaching that of oil mud, but
with the environmental acceptability of a water-base fluid.
TRUCORE Oil-Base. All-oil oil-base system designed for coring operations
TRUDRIL Oil-Base. Its inherent lubricity, borehole stability, enhanced hole cleaning and low ECDs help make the TRUDRIL system an easily
engineered system that is an ideal alternative to an invert-emulsion fluid.
ULTRADRIL Water-Base. With ULTRADRIL, M-I SWACO has given the industry a field-proven, water-base drilling fluid that provides outstanding
shale inhibition and drilling performance characteristics previously associated only with invert emulsion systems.
VERSACLEAN Oil-Base. The VERSACLEAN mineral oil-base drilling fluids system is designed for use in areas where diesel oil is prohibited.
VERSADRIL Oil-Base. The VERSADRIL diesel oil-base drilling fluids system, designed for wellbore stability is contaminant resistant and solids
tolerant.
VERSAVERT Oil-Base. The VERSAVERT system is an ultra-low toxicity mineral oil-base drilling fluid.
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Introduction to Drilling Fluids – Part 1 5/31/2005
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Schlumberger Private
Glydril System
Thermal Tolerance to
Stability Contaminants
Corrosion Environmental
Inhibition Footprint
Drilling Performance
Schlumberger Private
40 GD
This slide illustrates very effectively the relative performance of drilling fluids in meeting all
requirements but cost.
Note that oil base muds meet all the parameters except the environmental footprint. This is still
an area of major concern even with the development of synthetic muds.
40
Introduction to Drilling Fluids – Part 2 5/31/2005
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Introduction
Part 1 – Function, properties
Part 2 – DF management on surface
Part 3 – DF chemistry
Schlumberger Private
Drilling Fluid Management & Maintenance
Schlumberger Private
Part 2 of the introductory presentation on Drilling Fluids.
Part 1 was about functions and properties of DF. This part will focus on DF maintenance at rig
site.
Several slides were taken from a presentation from D Vanbeck, used as teaching support for
new field engineers.
1
Introduction to Drilling Fluids – Part 2 5/31/2005
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Schlumberger Private
Topics covered:
1. DF management Drilling Fluid cost =
n Properties maintenance, Fluid cost +
n Daily Mud Report Short version Maintenance chemicals cost +
n Detailed description of solids circuit Extended version SCE cost +
n Cost optimization Disposal cost +
(Engineering cost)
2. Waste management
n What to do with separated solids
n What to do with the mud at the end of a section, end of well
Schlumberger Private
3. IFE: Integrated Fluids Engineering
2 GD
5/31/2005
The role of the DF company / mud engineer is to ensure the DF maintains its desired
properties while the well is being drilled at optimum overall cost.
The issues we will review in this part include:
. How to maintain DF properties
. Detailed description of the mud circuit on surface
. How to optimize the cost, what are the various options
. What to do with separated solids, I.e. waste management
The DF properties vary for a variety of reasons (contamination with cuttings or formation fluids,
degradation of some components, adsorption of some components on wellbore or cuttings);
also, the target DF properties evolve with depth and according to eventual drilling problems.
In this part we do not consider how the optimum DF properties are defined – this will be
summarized in Part 3.
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DF management
Adjustment of DF Properties, DMR Waste management
Integrated Fluids Engineering
Actions
Measurements Target
Properties
• Density
1. Remove undesirable solids
Schlumberger Private
• Rheology or dump some whole mud
• Fluid loss 2. Add fresh components or
• Titrations whole mud
• Retort
All these data and actions are summarized in the Daily Mud Reports
Examples of DMR
• Surface casing (WBM)
Schlumberger Private
• Intermediate section (SBM)
3 GD
5/31/2005
Note how some data are visibly erroneous! Exercise: find them out!
3
PERTAMINA DAILY MUD REPORT REPORT No.: 09 P.T.
NEW VENTURE DATE :MAY. 27, 2004 MATRA
IPM SCHLUMBERGER COMPANY REP. IPM SCHLUMBERGER : Mr. ANTE BOBIC.& Mr.SAMSON CONTRACTOR REP. : Mr. JATUN UNIKATAMA
PRESENT ACTIVITY : NIPPLE UP SPUD IN : MAY, 25,2004 Jl.Kertanegara No.62
JAKARTA 12180
Well KTB-B Bit Size 26" Survey / Logging hrs 30 CSG @ 23 m Depth 30 m Ph : (021) - 7233191
Contractor SCHLUMBERGER Make Drilling Time hrs CSG @ m Angle Fax : (021) - 7233290
o
Rig PDSI MSH-2000 Type Bottom-up #DIV/0! mnt Open Hole 36 m Flow rate gpm E mail : matraunika
Phase 26" Jets Circulating Time #DIV/0! mnt Daily Progress 30 m Pump press psi @' hotmail.com
FLUID TYPE FRESH WATER GEL
SAMPLE TIME 12:00 24:00 STRING ASSY. UNIT DAILY
No PRODUCT USED RECV STOCK
Depth m OD Length PRICE COST Last stock
FLOWLINE SAMPLE DP1 5.00 30.00 1 UNIBAR 100 LB 5640 8.35 5640
Mud Weight Out SG DP2 2 UNIGEL 100 LB 30 340 11.25 337.50 370
Mud Temp Out C HWDP 5.00 3 UNICARB FINE 50 KG 6.45
Funnel Vis Ou sec DC1 6.25 4 UNICARB MEDIUM 50KG 6.45
Sand Out % DC2 8 3/8 WATER - BASED MUD CHEMICALS
PIT SAMPLE TUBING 1 BIOCIDE/ UNICIDE 5 GA 50.91
Mud Weight SG 1.02 1.04 PUMP DATA 10P130 & 9P 10 2 CAUSTIC SODA 50 KG 1 24 57.20 57.20 25
Mud Temp C LINER/BPS 6.00 0.082 3 CMC - HV 25 KG 90 67.50 90
Funnel Vis sec 40 42 SPM/ BPM 4 CMC - LV 25 KG 80 62.80 80
Sand % HYDRAULICS 5 UNIDETERGENT 55 GA 2 212.00 2
Retort Water % 3 3 AV. DPXOH m/mnt 6 UNIDEFOAM 55 GA 413.80
Retort oil % AV. DCXOH #DIV/0! m/mnt 7 DEFOAMER ( Cn ) 5 GA 20 37.2. 20
Uncorrected s % 97 97 VC. DPXOH -7 m/mnt 8 KCL 50 KG 30 150 120 17.80 534.00
Oil / water Ratio VC. DCXOH #DIV/0! m/mnt 9 KOH ( POTASH ) 25 KG 40 35.80 40
Fann 600 rpm 33 31 . SHALE SHAKERS 10 UNIPAC LV 25 KG 92.50
Fann 300 rpm 23 23 Make : Swaco 11 UNIPAC R 25 KG 116 97.50 116
Fann 200 rpm Screen # 1 50/50/84/84 Msh 12 UNIPHPA L 5 GA 20 20 88.00
Fann 100 rpm Screen # 2 50/50/84/84 Msh 13 UNIPHPA - P 25 KG 98.00
Fann 6 rpm Screen # 3 50/50/84/84 Msh 14 UNI SPA 5 GA 71.80
Fann 3 rpm Run Hrs Hrs 15 UNICARB COARSE 50 KG 6.45
Gel 10 sec lbs/100 ft2 4 4 DESANDER 16 SOLTEX 50 LB 81.70
Gel 10 min lbs/100 ft2 12 12 Make : RIG 17 SODA ASH 50 KG 30 31.30 30
Apparent Visc cps 16.5 15.5 Run Hrs Hrs 18 SOD. BICARB 50 KG 40 30.40 40
Plastic Viscos cps 10 8 DESILTER / M.CLEANER 19 UNICARB COARSE 25 KG 3.40
Yield Point lbs/100 ft2 13 15 Make : RIG 20 UNICARB MEDIUM 25 KG 3.40
n 0.52 0.43 Screen 200 X 5 Msh 21 UNILUBE 55 GA 357.95
k 0.62 1.17 Run Hrs Hrs 22 ZINK CARBONAT 25 KG 32.80
LSR YP lbs/ft 100 ft CENTRIFUGE (S) 23 FRACSEAL 30 LB 15.55
WATER - BASED MUD Make : SWACO 24 XANTHAN GUM 25 KG 225.70
FiltrateAPI(30m mls 10.0 10.0 Speed Rpm 25 SOD. BICARB 50 KG 30.40
Ph 9.0 9.0 MW out SG OIL - BASED MUD CHEMICALS
Pf / Mf 0.2/0.45 0.2/0.4 MW Under Flow SG 1 CACL2 25 KG 16.00
Chlorides mg/l 4,800 Run Hrs Hrs 2 DEMULSIFIER 55 GA 981.24
Total Hardnes mg/l 3 UNIMUL - P 55 GA 8 511.00 8
MBT ppb 10.0 START VOL 100 M3 4 UNIMUL - S 55 GA 8 537.95 8
NaCl mg/l MUD BUILT ON RIG 5 UNILOW RM 55 GA 952.00
KCl ppb PRODS. VOL. 1 M3 6 UNITONE / UNITROL 50 LB 90 47.50 90
Solids (Correc % 97.0 M3 7 UNITHIN 55 GA 961.00
ASG SG 1.0 WATER VOL. M3 8 UNIGEL-OM / UNIVIS 50 LB 360 90.70 360
LGS % 191.5 TRANS. SOBM IN M3 9 UNIWET 55 GA 4 547.00 4
HGS % INCREASE VOL. 1 M3 10 HYDRATED LIME 25 KG 200 6.55 200
CAKE 1/32" 1 1 TOTAL HANDLED 101 M3 11 UNICLEAN-OM 55 GA 457.00
HPHT 12 UNIFREE 55 GA 4 4 385.00
SARALIN - OBM SURF. LOSS M3 13 UNIPlug F 25 KG 9.70
Filtrate 500psi mls DUMPED M3 14 SARALIN M3 655.35
AgNO3 (0.282 mls FORM. LOSS M3 15 SOBM FROM LMP M3
H2SO4 / Alkalinity DEAD VOL. M3 16 UNIQSEAL C 40 LB 22.30
Excess Lime kg/m3 TOTAL LOSSES M3 17 UNIQSEAL F 40 LB 22.30
CaCl2 (brine p kg/m3 LOST - CIRCULATION MATERIALS
Solids (Correc % TRANS. OUT M3 1 UNI PLUG - F 25 KG 9.70
Brine % 2 UNI PLUG - M 25 KG 9.70
Oil / Brine ratio ( O/ W HOLE VOL. 0 M3 3 UNI PLUG - C 25 KG 9.70
ASG SG ACTIVE VOL. 80 M3 4 UNIQSEAL M 40 LB 22.30
LGS % ACT. SYSTEM 81 M3 DAILY ENGINEERS SERVICES ( 1 Engr ) US $ 225.00
HGS % M3 CUMMULATIVE ENGINEERS SERVICES US $ 2,250.00
Electrical Stab volts RESERVE 25 M3 DAILY MUD COST US $ 928.70
Geltone ppb M3 CUMMULATIVE MUD COST US $ 4,529.70 WBM CALC
W P Salinity ppm #DIV/0! FINAL VOL. 106 M3 TOTAL MUD COST + ENGINEER SERVICES US $ 6,779.70 100
`Chloride ppm #DIV/0!
REMARKS: MUD PIT DETAILS
CHANGED SCREEN TO 50/50/84 ( X 3). M3 SG M3 SG OBM CALC
MIXED 25 M3 PREHIDRATED MUD IN PITS # 6 RES-1 25.00 NIL 1.03 Sandtrap 1.00
RUN SUFACE CIRCULATION AND ADDED 1 % KCL IN TO ACTICE SYSTEM AS A SHALE IN HIBITOR. RES-2 NIL 1.00 Settling 1 1.00
TAG TOP OF CEMENT @ 20 MT.CONT NIPPLE UP RES- 3 NIL 1.00 Active 2 18 1.00 1.00
RES 4 NIL 1.00 Active 3 18 1.00
SLUG NIL Active 4 18 1.00 3.00
MUD PLANT Active 5 26 1.02 97.00
SOBM NIL 1.02
RES- SOBM NIL -84.41
181.42
MUD ENGINEERS : SIMON NAPITUPULU & GIDION N MUD ENG SUPV : I. N. SABAR
Introduction to Drilling Fluids – Part 2 5/30/2005
G. Daccord
Notes page for the DMR
The DMR is probably one of the most important source of information for anybody who has to work
on a rig while drilling: it should be available from the driller or company man.
A DMR is traditionally organized as follows:
Header: Well status
Three columns of detailed information between a
header and a footer.
• The header contains information about Column Column Column
the well and the section being drilled 1: Mud 2: Rig 3:
properties and SCE Additions
• Column 1 contains all mud properties status and cost
• Column 2 contains drill string information
and SCE + mud tanks arrangement
• Column 3 contains inventory and cost
information.
• The footer includes a description of key
actions that occurred on the rig + tanks
Schlumberger Private
status
DMR’s are done twice a day, noon and midnight. Footer: remarks, key actions done
Vocabulary :
MBT: methylene Blue test, used to determine the amount of exchangeable clay, often expressed in
terms of “equivalent bentonite content”.
Cake: thickness of filter cake, expressed in 1/32nd of inches
ASG: average solids gravity
Remark: DMR’s frequently contain erroneous data. On this one, the retort water% and the solids
content data are inverted (circled in red), which results in the LGS% data being absurd.
PERTAMINA DAILY MUD REPORT REPORT No.: 23 P.T.
NEW VENTURE DATE :JUNE. 16, 2004 MATRA
IPM SCHLUMBERGER COMPANY REP. IPM SCHLUMBERGER : Mr.KEN EICHER & Mr.NOVY.Y CONTRACTOR REP :Mr. JATUN UNIKATAMA
PRESENT ACTIVITY : DRILLING SPUD IN : MAY, 26,2004 Jl.Kertanegara No.62
1
Well KTB-B Bit Size 12 1/4" Survey / Logging hrs 13" CSG @ 1201 m Depth 1426.0 mt Ph : (021) - 7233191
Contractor SCHLUMBERGER Make HYCALOG Drilling Time hrs CSG @ m Angle Fax : (021) - 7233290
o
Rig PDSI MSH-2000 Type PDC Bottom-up 38 mnt Open Hole 225 m Flow rate 632 gpm E mail : matraunika
Phase 12.25 Jets 3X20 2X16 Circulating Time 92 mnt Daily Progress m Pump press 1640 psi @' hotmail.com
FLUID TYPE OIL BASE MUD
SAMPLE TIME 12:00 23:00 STRING ASSY. UNIT DAILY
No PRODUCT USED RECV STOCK
Depth m 1300.0 1426.0 OD Length PRICE COST
FLOWLINE SAMPLE DP1 5.00 1306.00 1 UNIBAR 100 LB 360 8714 8.35 3,006.00
Mud Weight Out SG 1.50 1.52 DP2 5.00 2 UNIGEL 100 LB 267 11.25
Mud Temp Out C 62 64 HWDP 5.00 3 UNICARB FINE 50 KG 6.45
Funnel Vis Out sec 86 84 DC1 6.25 40.00 4 UNICARB MEDIUM 50KG 6.45
Sand Out % 0.30 0.30 DC2 8.00 80.00 WATER - BASED MUD CHEMICALS
PIT SAMPLE TUBING 1 BIOCIDE/ UNICIDE 5 GA 50.91
Mud Weight IN SG 1.50 1.52 PUMP DATA 10P130/9P100 9.5 2 CAUSTIC SODA 50 KG 20 57.20
Mud Temp IN C 62 64 LINER/BPS 6.25 0.085 3 CMC - HV 25 KG 90 67.50
Funnel Vis IN sec 86 88 SPM/ BPM 177 15.047 4 CMC - LV 25 KG 62.80
Sand IN % 0.30 0.30 HYDRAULICS 5 UNIDETERGENT 55 GA 2 212.00
Retort water % 18 17 AV. DPXOH 189 6 UNIDEFOAM 55 GA 413.80
Retort oil % 69 70 AV. DCXOH 74 m/mnt 7 DEFOAMER ( Cn ) 5 GA 20 37.2.
Uncorrected solids % 13 13 VC. DPXOH 19 m/mnt 8 KCL 50 KG 17.80
Oil / water Ratio 79/21 80/20 VC. DCXOH 64 m/mnt 9 KOH ( POTASH ) 25 KG 40 35.80
Fann 600 rpm 88 84 . SHALE SHAKERS 10 UNIPAC LV 25 KG 92.50
Fann 300 rpm 56 54 Make : Swaco 11 UNIPAC R 25 KG 30 92.50
Fann 200 rpm 36 34 Screen # 1 50/50/84/84 Msh 12 UNIPHPA L 5 GA 10 88.00
Fann 100 rpm 27 25 Screen # 2 50/50/84/84 Msh 13 UNIPHPA - P 25 KG 98.00
Fann 6 rpm 16 14 Screen # 3 50/50/84/84 Msh 14 UNI SPA 5 GA 71.80
Fann 3 rpm 12 12 Run Hrs 20 Hrs 15 UNICARB COARSE 50 KG 6.45
Gel 10 sec lbs/100 ft2 14 13 DESANDER 16 SOLTEX 50 LB 81.70
Gel 10 min lbs/100 ft2 26 24 Make : RIG 17 SODA ASH 50 KG 30 31.30
Apparent Viscositycps 44.0 42.0 Run Hrs Hrs 18 SOD. BICARB 25KG 34 15.20
Plastic Viscosity cps 32 30 DESILTER / M.CLEANER 19 UNICARB COARSE 25 KG 3.40
Yield Point lbs/100 ft2 24 24 Make : RIG 20 UNICARB MEDIUM 25 KG 3.40
n 0.65 0.64 Screen 200 X 5 Msh 21 UNILUBE 55 GA 357.95
k 0.61 0.65 Run Hrs 18 Hrs 22 ZINK CARBONAT 25 KG 32.80
LSR YP lbs/ft 100 ft2 8 10 CENTRIFUGE (S) BRANDT 23 FRACSEAL 30 LB 200 15.55
WATER - BASED MUD Make : SWACO STD518 24 XANTHAN GUM 25 KG 225.70
FiltrateAPI(30min)
mls Speed Rpm 25 SOD. BICARB 50 KG 30.40
Ph MW out SG OIL - BASED MUD CHEMICALS
Pf / Mf MW Under Flow SG 1 CACL2 25 KG 10 470 16.00 160.00
Chlorides mg/l Run Hrs Hrs 2 DEMULSIFIER 55 GA 981.24
Total Hardness mg/l 3 UNIMUL - P 55 GA 3 2 511.00 1,533.00
MBT ppb START VOL 351 M3 4 UNIMUL - S 55 GA 1 5 537.95 537.95
NaCl mg/l MUD BUILT ON RIG 5 UNILOW RM 55 GA 952.00
KCl ppb PRODS. VOL. 6 M3 6 UNITONE / UNITROL 50 LB 8 62 47.50 380.00
Solids (Corrected)% M3 7 UNITHIN 55 GA 1 3 961.00 961.00
ASG SG WATER VOL. M3 8 UNIGEL-OM / UNIVIS OM
50 LB 413 90.70
LGS % RECEIVED SOBM M3 9 UNIWET 55 GA 2 2 547.00 1,094.00
HGS % INCREASE VOL. 6 M3 10 HYDRATED LIME 25 KG 15 83 6.55 98.25
CAKE 1/32" TOTAL HANDLED 357 M3 11 UNICLEAN-OM 55 GA 457.00
HPHT 12 UNIFREE 55 GA 3 385.00
SARALIN - OBM SURF. LOSS 8 M3 13 UNIPlug F 25 KG 9.70
Filtrate 500psi/300 mls
F 4.4 4.2 DUMPED M3 14 SARALIN BBL 50.0 13 104.20 5,210.00
AgNO3 (0.282 N) mls 4.6 4.8 FORM. LOSS M3 15 SOBM FROM LMP M3 370 ?
H2SO4 / Alkalinity 1.6 1.8 DEAD VOL/OOC. 6 M3 16 UNIQSEAL C 40 LB 22.30
Excess Lime kg/m3 5.9 6.7 TOTAL LOSSES 14 M3 17 UNIQSEAL F 40 LB 22.30
CaCl2 (brine phase)
kg/m3 224 246 LOST - CIRCULATION MATERIALS
Solids (Corrected)% 11.92 11.86 TRANS. OUT M3 1 UNI PLUG - F 25 KG 9.70
Brine % 19.08 18.14 2 UNI PLUG - M 25 KG 9.70
Oil / Brine ratio ( O/ W) 78/22 79/21 HOLE VOL. 104 M3 3 UNI PLUG - C 25 KG 9.70
ASG SG 5.98 6.18 ACTIVE VOL. 111 M3 4 UNIQSEAL M 40 LB 22.30
LGS % 12.50 13.83 ACT. SYSTEM 221 M3 DAILY ENGINEERS SERVICES ( 2 Engr ) US $ 440.00
HGS % 24.42 25.69 M3 CUMMULATIVE ENGINEERS SERVICES US $ 10,405.00
Electrical Stability
volts 760 780 RESERVE 136 M3 DAILY MUD COST US $ 12,980.20
Geltone ppb 4.5 5.0 M3 CUMMULATIVE MUD COST US $ 108,524.85
W P Salinity ppm 285779 #DIV/0! 306559 FINAL VOL. 343 M3 TOTAL MUD COST + ENGINEER SERVICES US $ 118,929.85
`Chloride ppm 182613 #DIV/0! 195891
REMARKS: MUD PIT DETAILS
CONT'D RIH AND T.O.C AT 1178 M. DRILL OUT CEMENT AND NEW FORMATION TO 1207 M. M3 SG M3 SG
R/U DOWELL TO PERFORM FLOT WITH EQ.SG = 2.09, PRESSURE 1050 PSI. RES-1 24 1.48 Sandtrap 28 NC
INCREASE MW TO 1.53 SG . ADD UNITHIN AND EMULSIFIER IN THE ACTIVE PIT. RUN D/SILTER TO MINIMIZE OF RES-2 24 1.48 Settling 1 12 1.48
SOLID. DRILL A HEAD TO 1426 M AT REPORT TIME. RES- 3 4 Active 2 15 1.48
RES 4 22 1.48 Active 3 18 1.48
NOTE: SLUG 4 1.65 Active 4 18 1.48
SURFACE LOSSES WERE : ELECTRICAL POWER OFF SUDDENLY=8 M3 (460 GPM FOR 5 MINUTE),OIL ON CUTTING SARRALINE 10 Active 55 20 1.48
WHILE 12 1/4" DRILLED= 6 M3 MATRA PITS 48 1.35
REC- SOBM
111
MUD ENGINEERS : YUSUF.K - AGUS M - DEWA MUD ENG SUPV : TURKANDI .
Introduction to Drilling Fluids – Part 2 5/30/2005
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DMR for intermediate section
• Header: 12 ¼ in section being drilled, current depth at 1426 m, normal flow rate 632
gpm.
• Col 1: weighted OBM used. Full Fann readings and viscosity data given. All chemical
measurements are available. The ASG is too high, not realistic value (problem of retort
method). Also the uncorrected oil % is quite different from HGS+LGS%: 13 vs. 13+24.
• Col 2: shakers and mud cleaner (with very fine mesh) used. Note the 6 bbl of surface
losses, which is a serious HSE incident.
• Col 3: compare the daily mud cost for this mud system vs. the previous one, $12980 vs.
$928.
The material used to build the 6 bbl of new mud are clearly visible: barite, surfactants, oil
and lime
• Footer: detailed description of all tanks + explanation of the cause of surface losses
Vocabulary:
LSR YP: low shear rate yield point, between Bingham YP and gel values
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N and K values are irrelevant
ASG: calculated average solids specific gravity (HGS+LGS). The obviously wrong value (it cannot
be higher than the HGS density = 4.2) leads to inconsistent LGS and HGS values: 12.5% + 24.4%,
compared with 13% measured.
AgNO3: titration of chloride ions
WP Salinity: water phase salinity, from which a water activity coefficient can be determined.
OOC: oil on cuttings
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Solids Management
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The nature and content of suspended solids directly affects key properties – and functions - of
the drilling fluid
n Density, rheology, filter cake properties, lubricity, ...
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4 GD
Why is it so necessary to keep strict control over the solids in a drilling fluid?
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n Removing the undesirable solids is the first priority but this can sometimes result in
desirable solids being lost from the system
n If undesirable solids are not removed, they will be ground to finer size and become more
difficult to remove later on
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Reminder:
Bentonite: provides most rheological properties, especially yield stress
Weighting agent: gives fluid density
Most undesirable: fine cuttings in colloidal form, large specific surface area, impossible to
remove using SCE
Tradeoff between removing desirable and undesirable solids: this is a cost optimization
decision
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DF’s on Surface
Removal of Undesirable Solids
Solids Control
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Mud Tanks and Solids Control Equipment (SCE)
Active pit
Mud pumps
Mud
Samples
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Mud Lab
Samples
Hopper
Paddle mixers
Sand trap
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This is an overview of the mud tanks arrangement, with an indication of the use of each tank in the
process of mud maintenance.
This series of tanks is called the active system since the DF continually flows through all of them.
The circuit starts at the top-right corner, the active pit. This is where the DF is sampled for monitoring its
properties, just before being “sucked” by centrifugal pumps that feed the mud pumps. Eventually, samples
from the other tanks are taken for limited lab analysis (mainly density and solids contents)
The solids loaded drilling fluid returns from the well through the flowline, and it is treated through various
pieces of solids control equipment placed in series:
. Shale shakers
. Sand trap
. Degasser
. Desanders
. Desilter
. Centrifuges
Each piece of SCE is connected to a tank at its inlet and another at its outlet. These tanks communicate
one to the next one either by a “high weir” or a “low equalizer” as shown by the arrows.
Once cleaned from undesirable solids, fresh additives are added either directly with a hopper (e.g. barite)
or through an intermediate premix tank (polymers or bentonite).
This complex setup can be simply summarized as follows:
. An inlet stream (flowline),
. Discard streams, from each piece of SCE
. Addition streams, hopper
. An outlet at the active pit.
The mud lab is shown for reference only: obviously it is located in a safe place. Most samples are taken
from the active tank although sometimes samples from SCE equipments are analyzed to assess their
performance.
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n Free sedimentation, Settlement Sand Traps and Settling Pits
n Mechanical means - Normally the cheapest option
Sieving, forced sedimentation (hydrocyclones,
centrifuges)
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8 GD
Chemical means are not reviewed below: basically this is similar to what is done in water
treatment plants, in civil engineering, I.e. addition of a flocculant then separation of solids. A
common name for units doing this job is “clarification unit”.
Sometimes, it is the underflow of SCE that is treated by clarification, for instance the liquid
stream of barite recovery centrifuges.
These chemical means are not detailed below.
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Stokes settling times for small particles of silica of S.G. 2.65 in water
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Type Size Specific Surface Area Settling Time
microns m2/g 1 m fall
Gravel 10000 0.0003 1s
Course sand 1000 0.003 10 s
Fine Sand 100 0.0314 125 s
Silt 10 0.314 108 mn
Bacteria 1 3.14 180 hr
Colloidal 0.1 31.4 755 days
Residence time in a tank: volume ~ 20 bbl, pump rate ~ 600 gpm/14 bpm, time ~ 1 mn 20 s
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Self explanatory.
Note that it is the viscosity of pure water that is considered, while the low shear viscosity of
DF’s can be one or two orders of magnitude higher than that of water.
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Desanders
Conventional
Shakers
BARITE
3% > 74 microns
5% > 44 microns
Drill Solids
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333 83 Specific Surface Area 23 13 6.7 3.3 1
10 GD Colloidal Ultra-Fine Fine Medium Intermediate
Silt Sand
PSD of drill solids is primarily dependent on bit type, formation properties and drilling
parameters. Various empirical correlations have been proposed.
One method is to base the cuttings PSD on formation lithology, assuming for instance that:
. The shale fraction will form cutting about 10-20 microns;
. Sandstone will form cuttings about 30 microns;
. Carbonate cuttings will be around 50-70 microns;
. Etc.
Note that a means of back-calculating the actual cuttings PSD was devised and patented. It is
based on the interpretation of dilution volumes using the model described later (NMPS).
Ref.: M. Allouche, G. Daccord, E. Touboul, "Simulation du controle des solides dans des
fluides de forage et application a la determination des tailles des deblais de forage", patent FR
97/09082
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more decks)
Sieves, screens (negative slope)
Optimum operation: small openings -> “high solids efficiency”, dry cuttings discarded
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D Vanbeck
The first shakers were based on those used in the mining industry.
These were usually single decks with coarse screens: RUMBA
These can still be found on some rigs today.
Development led to the introduction of the Brandt double deck which for many years was the
industry standard. however, the more widespread use of oil base muds in the 80’s led to further
work on shakers to minimize losses and the elliptical motion shaker: VSM 120 was introduced.
This in time led to the introduction of the linear motion shaker: VSM 100
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Hydrocyclone Theory
Pressurized slurry
enters tangentially
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Slurry rotation creates high
centrifugal forces throughout
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D Vanbeck
• The cone types currently in use are known as ‘balanced design’ types.
• As it enters the top of the cone it strikes the far wall and is forced to flow tangentially.
Because of the confines of the cone the only way for the fluid to move is down the cone. So
there is development of both tangential and axial forces. These axial forces are manifested in
the development of uplift forces at the centre of the fluid
• The resultant force is proportional to the tangential velocity / radius of the spiral, so as the
diameter decreases the tangential force increases .
• This means that the denser material is forced towards the wall of the cone as the fluid moves
down the cone, and the uplift forces are increasing.
• The tangential velocity close to the wall is relatively low due to retardation from friction so
when a particle enters this area its velocity drops and the resultant uplift force is not so
pronounced and the particle will remain close to the wall of the cone rather than being forced
to the centre of the column of liquid.
• The solids will gradually move down the wall of the cone and out the apex at the bottom.
Some fluid is also exited due to the design of the cone.
• The increasing uplift force will retard the axial force until a balance point is reached and the
axial force is zero. At this point the fluid can no longer spiral and will rise up the centre of the
cone again as a spiral motion until it leaves the cone by the discharge.
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Desilter
Desander
(many small size
hydrocyclones) (a few large
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hydrocyclones)
Outlet
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• Underflow size • Large capacity
13 GD
• View of desilter and desander on a yard. Not the best picture, to be eventually replaced.
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Mudcleaner
Note that a Mudcleaner is basically a
combination of a hydrocyclone and a
shale shaker.
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Used to dry the underflow from
hydrocyclones,, i.e. recover
hydrocyclones
expensive liquid
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14 GD
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Decanting Centrifuges
Bowl
Skid
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There are various other centrifuge designs, for instance disc-stack centrifuges or cuttings
drying centrifuges with vertical rotation axis. The disc-stack centrifuges are preferably used to
separate emulsions like sludges. Also used to dry fuel in boats.
Picture of a cuttings drying centrifuge:
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Weir plate
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Pool, pond
Beach
Cylinder Cone
Low speed centrifuges: 60 cm diameter bowl
High speed centrifuge: 35 cm diameter bowl
Operating parameters (high speed): Advantages Drawbacks
• Feed rate (100 gpm) • Only way to separate • Can treat only part of the full
• RPM (3000 RPM) small size solids mud stream
• Differential velocity (50 RPM) • Produces dry solids if well • Costly
• Pond depth (4 cm) operated
• Dilution (10%)
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16 GD
All centrifuges consist of a feed pump, control panel and rotating bowl assembly.
The feed pump is usually a positive displacement pump to give a more accurate feed rate and
to minimize break up of the solids.
The bowl rotates throwing the particles to the wall where they form a cake. This cake is
scraped out of the bowl to the discharge point. As the solids climb up the beach they are dried.
The liquid leaves via a weir overflow, this can be adjusted to vary the pool depth.
It is an interesting exercise to model the hydrodynamics inside the bowl to calculate the
separation efficiency! This was attempted in SRPC, about 10 years ago. Refer to report:
M. Vidémont, “Model of a decanter centrifuge”, RD 95004, 30-Jun-95.
Compare the feed rate, around 100 gpm with the pump rate: 200-300 gpm for the reservoir
section. Only part of the mud stream can be treated.
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Total Processing Rate (including mud cleaner cones) = 110% of maximum
Desilter 25 µm circulating rate.
Discard Underflow.
Process at least 25% of maximum circulating rate. High G, high capacity
Centrifuge 4 µm machine.
Discard Cake (Solids).
No barite recovery
Significant loss of liquid
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The various pieces of solid control equipment just detailed can be used in various ways: there
are a few typical arrangements.
The selection of the best arrangement is nothing else than a cost optimization exercise.
This slide shows a basic arrangement that would be used for an unweighted inhibitive WBM,
with low tolerance to extra solids.
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Barite recovery mode, high capacity machine.
Centrifuge #1 Return barite to well-agitated compartment upstream of addition section.
Dilute feed. Run at highest G-force conditions will allow. Centrate to centrifuge #2.
Run at maximum rpm, high-G machine. Discard solids. Return centrate to active
Centrifuge #2 4 µm
system.
Reduced capacity
Cost, close monitoring needed
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Low speed High speed
centrifuge centrifuge
More efficient – and expensive – arrangement. By comparison with the previous one:
. Discarded solids are drier,
. Barite is recovered.
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Desanders
Conventional
Shakers
BARITE
3% > 74 microns
5% > 44 microns
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333 83 Specific Surface Area 23 13 6.7 3.3 1
19 GD
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Among these various options, how to select the most cost-effective one?
Tools needed for modeling solids removal & mud maintenance at the different
stages of:
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– Well planning
– On-site execution and optimization
– End of well evaluation
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SCE
Removal
efficiency Mud dumped
Initial situation
Solids: cuttings + HGS
Liquids attached to solids
Final situation
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Analysis usually performed in a planning phase and at the end of a section
21 GD
This is a useful representation to determine the global performance of the SCE system. It
allows determining indices like:
. Volume of mud spent per ft of well drilled or per volume of cuttings drilled
. Mud cost / ft drilled
. Average Solids Removal Efficiency
This removal efficiency is reused for other wells plans for rough designs.
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Dump % LGS
Discard (Whole mud) Discard
BIT
Cuttings
Input
Active pit Specification: Mud weight - max % LGS
Bit unit ROP - Bit size - Pump rate
Separation units Characterized by their discharge volume rate and composition (%LGS; %HGS)
or HGS and LGS removal efficiencies + liquid to solid ratio
Prediction
Volume of mud to dump (from sand trap)
Volume of new material to add (into active pit) Similar to standard chemical
Volume of weighting agent to add (into active pit) engineering problems except
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→ Total cost non-steady-state!
22 GD
This diagram shows the concept of the Mud Process Simulator, used to optimize solids control
management.
This is not too far from what is used in other industry, e.g. chemical plants or mining industry
except the non-steady-state condition: the well is being drilled, so the volume of the circuit
increases with time.
Commercially available software’s cannot be used but Excel is sufficient to solve the problem!
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Simulate different
SCE configurations …
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A simulator was developed and included in MudCADE software, aimed at comparing the costs
of various SCE arrangements.
This screen shows the summary of a shaker+mud cleaner arrangement,
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SCE Economics
… to optimize the
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global mud treatment
cost
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… and this screen dump shows the final cost comparison between four arrangements.
Although this type of tool was developed about 10 years ago, is still rarely used on actual
operations.
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Shale shaker - Particle size
0.05
0.04 Mud in
Mud out
Frequency
0.02
0.01
Discarded
0
0 50 100 150 200
Size (microns)
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Another generation of simulator was specified and a prototype developed, in which the physics
of solids separation is better accounted for. It was able to simulate the behavior of the whole
active system while drilling a section.
The Smith-SLB JV was created as this tool was being developed: we just had the time to
validate its concept using a couple of field cases.
It was transferred to M-I Swaco
Note that in this approach we need the PSD (particle size distribution) of cuttings: this is
usually not available but it can be estimated by calibrating the model using rig-site data,
almost in real-time.
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DF management
Waste management
Integrated Fluids Engineering
Waste Management
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Drilled Solids and Used Mud
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Now that we know how to separate solids from the active mud, what do we do with these
solids?
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?
Used
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Clean mud
mud
1 to 0.1 m3/m drilled 1000’s bbl
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Typical number, mud used: 1 m3/m drilled for WBM, 0.1 for SBM
Mud used = mud that cannot be recycled at the rig site. It must be either discharged or
offloaded for treatment in a specialized mud plant (MI SWACO EnviroCenter’s)
Over last years, waste management has grown to becoming a big market by itself mostly
because of environmental regulations.
Reference: OSPAR organization for the North Sea, www.ospar.org
OSPAR objective: Protection of the Marine Environment of the North-East Atlantic
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Current ~1 m/s spreading
Depth 100 m over 10 km
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Most common method to get rid of waste = discharge into the environment.
Routinely done with WBM’s, closely regulated for OBM’s, some precautions with SBM’s:
permit mandatory
Discharged materials can be spread over large distances owing to the low settling speed of
fine particles.
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Present Approaches
Move towards an holistic view, i.e. consider all environmental aspects:
– Environment preservation
– Energy consumption / CO2 release for transport and treatment
– Risk analysis
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Select the Best Available Technique (BAT) …
… to prevent shifting pollution from one site to another, replacing chemical pollution by
CO2 emission, etc.
MI SWACO IFE Wells Worldwide
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Responsible Disposal
IFE = Integrated Fluids Engineering, I.e. reduction of waste at the source by optimizing SCE,
recycling of wastes in EnviroCenters, etc.
Remark the business growth: more than 10 folds increase in 4 years!
However, this number represents only a few % of the total number of wells drilled worldwide:
there is plenty of room for growth!
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n
– Landfill
– Immobilize: bricks, road structure
– Thermal treatments
– Distillate
– Burn (cement kilns)
– Solvent extraction
– Bioremediation, land farming
– Re-use as fertilizer Make $ from cuttings rather than paying for their disposal !
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30 GD
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This is a list of current techniques used to dispose of wastes, from the cheapest to the most
advanced.
Example: large and clean cuttings (sand) may be reused for roads and fine and dirty cuttings
(silts) treated in kilns or reinjected.
Reference: SPE 86732
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Restricted to development wells,
31 GD
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CRI is also part of SLB-Well services activities, because it uses Fracturing techniques.
Basically, the technique consists in injecting wastes into hydraulic fractures created in non-
productive zones, far enough from aquifers.
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Besides thermal methods, solvent methods are also used. Supercritical fluid extraction is one
method of choice: CO2, propane, etc.
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Bioremediation is probably the most active R&D area simply because most components of the
wastes are potentially good sources of nutriments or direct fertilizers.
E.g., chloride is sometimes replaced by nitrate in OBM’s: can be directly used as fertilizers
(done for many years in Canada).
Lime is commonly spread in acidic fields to improve the water-retention capabilities of soils.
Oil can be a nutriment for bacteria
The last fluid developed by M-I Swaco is PARALAND, specially designed for being directly
spread on soils: very fast biodegradation, good fertilizing properties. Cost > SBM
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Intermediate sections
n SBM: Dumped to sea bed, subject to regulations
n OBM: treated onshore
Reservoir
n WB-RDF’s: dumped
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Company policies, e.g. zero discharge for BP
36 GD
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End of Part 2
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37 GD
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Introduction
Part 1 – Function, properties
Part 2 – DF management on surface
Part 3 – Drilling Fluids Chemistry
Part 4 – A few downhole problems
Part 3
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Drilling Fluid Chemistry
Clays structure & properties
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Part 3 of the Introduction to Drilling Fluids by G Daccord. 20 March 2005
This part is centered on chemistry and physico chemistry. Most of this part is dedicated
to clays: this is because bentonite is a clay and it is the main component of most drilling
fluids. Clays are also at the origin of many drilling and production problems: these are
reactive or swelling clays or shales.
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Topics Covered
Clay physico-chemistry
– What is a clay
– Charges, cation exchange
Clays
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– Swelling clays Polymers
– Dispersion, flocculation and aggregation OBM’s – SBM’s
– Bentonite in drilling fluids Filtrate
Polymer chemistry
– Polymer types, structure and configuration
– Effect of ions
– Polymers in DF’s, pH-sensitive polymers
Oil-based muds (and SBM) chemistry
DF filtrate, chemical logging
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2 GD
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Clays
Silicates, Alumino-Silicates and Clays Polymers
OBM’s – SBM’s
Filtrate
O H
Si
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Si O Si O Si
O Negative charge + cation
3D structures
Small ions
1D structures 2D structures “tectosilicates”
“nesosilicates”
Chains and ribbons Planes or sheets • Quartz
• Sodium silicate, Na 4SiO4 “inosilicates” “phyllosilicates”
• Feldspars
• Pyroxene • Clays: micas, chlorite,
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montmorillonite, etc.
3 GD
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The building block of silicates is the SiO4 unit. Its structure is tetrahedric, with the Si atom in the
middle.
Each oxygen has to make two bonds: the missing bond in the tetrahedron can be either with an
hydrogen (hydroxyl group), another silicon or the oxygen can carry a negative charge that
needs to be balanced by a nearby cation. This leads to 4 groups of silicate compounds:
• All oxygen's are linked to H or have a negative charge: this is the free silicate ions that can
dimerize or polymerize in small size soluble species (“silicate muds”).
• Two oxygen's are linked to silicon atoms: this creates a silicate chain, I.e. a 1D structure
• Three oxygen's are linked to silicon atoms: we obtain a 2D layer (in Greek, phyllo = sheet,
layer)
• All four oxygen's are linked to silicon's: this is quartz.
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2D sheet
Aluminum
“Octahedric Al layer”
Hydroxide
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A few Si exchanged with Al
4 GD
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Specific surface area: 800 m2/g
Transmission electron micrograph of a calcium-montmorillonite mud, illustrating the formation of dense and relatively well-
ordered stacks ( quasi-crystals ) of clay lamellae. Thanks to its large lateral extension and deformability, a given lamella may
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be part of different quasi-crystals at different places. (H. Gaboriau and C. Clinard, 1991)
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This TEM micrograph is taken from a Ca-montmorillonite sample, with a very small
amount of water content.
Besides surface charges, there are a few edge charges because the platelets are not
infinite. The sign of these charges can be reversed depending on pH and adsorbed
species: Si-OH at low pH, Si-O- at high pH.
To keep platelets dispersed, it is better to have them entirely negatively charged, so have
high pH: the pH of drilling fluids is always basic.
At the difference from edge charges, surface charges originate from atoms substitution in
the network and are pH-insensitive.
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Pure
Ca-montmorillonite
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Pure Na-montmorillonite
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Mixed Na-Ca-montmorillonite
The behavior of montmorillonite minerals in water depends first of all on the binding energy
between the platelets, thus on the type of cation and the platelet charge.
It is experimentally found that sodium ions have a weak interaction energy: when dispersed
in water, a Na-montmorillonite mineral will progressively absorb quite a large amount of
water.
For cations with higher binding energy, the amount of absorbed water is much less.
The charge of platelets is measured by adsorbing methylene blue dye, this is called the
MBT “methylene blue test”, expressed in milliequivalents per 100 grams of dry matter or
in the equivalent lb/bbl of pure Na-bentonite (API).
The MB displaces weakly bound cations: this is a measurement of the cation-exchange-
capacity of the clay (CEC). Good bentonites have a CEC of at least about 80 meq/100 g
(80 millimoles). This is very variable property, depending on the amount of substituted Si
and Al in the platelet and inter-platelets cation.
Remarks:
1. The binding energy varies like the valency of the cations. Transition metals like uranium
will be strongly linked: clays act as barriers to the movement of heavy metals. This
explain why gamma ray logs correlate with the presence of shales (strong affinity with
U, and K for other reasons).
2. The possibility of cations to be replaced is at the basis of the spontaneous potential,
key log used for the detection of formation boundaries (shales act as semi permeable
barriers: cations can move between platelets but not anions). Refer to part 4.
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Montmorillonite Swelling
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Tessier, 1991
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Sodium-montmorillonite
When dispersed in fresh water, the mineral will swell and absorb a lot of water. Upon
compaction, water is expelled almost reversibly, I.e. upon re-dispersion in water the clay
re-absorb almost all water.
Calcium-montmorillonite
After dispersion in water, the mineral absorb much less water than Na-mont. In addition, if
the suspension is compressed some water is expelled irreversibly. The higher the
compaction pressure the more irreversible the compaction.
Note that the scale on the Y-axis is not the same on both graphs.
Vocabulary:
Adsorption: process by which molecules area (more or less) weakly bound to a surface.
Absorption: process by which a solvent enters the structure of another compound. The
energy gained during this process is lower than for adsorption, thus reversibility is easier.
Example: a sponge absorbs a lot a water and can free it upon drying. The same sponge
adsorbs ink (or dye) and hardly release it. The dye is more strongly bound to the solid
structure than water.
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A. Patel, E. Stamatakis, S. Young and S. Cliffe, M-I
L.L.C., “Designing for the Future – A Review of the
Design, Development and Testing of a Novel,
Inhibitive Water-Based Drilling Fluid”, AADE-02-
DFWM-HO-33
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The regularity of montmorillonite sheets and their large aspect ratio make them ideal
structures for molecular modeling.
SCR have been working on “shale inhibitors” for years. One tool of choice for these
studies is molecular modeling: this has been applied to optimize the structure of possible
organic additives.
New DF systems are being commercialized that are based on new and more effective
shale stabilizing additives.
The molecules shown here are oligomers of propylene oxide with amine end groups
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DLVO theory combines London & electrostatic repulsion with Van der Waals attraction:
Interaction Potential
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Repulsive
Total
Attractive
Distance
Low salt content High salt content (nm)
Although too simple, it provides a first order understanding of Na-montmorillonite behavior vs. salt
content
Flocculated : weak edge-to-face links, reversible
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Dispersed: no contact between platelets
Aggregated : strong face-to-face links, irreversible
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DLVO = Derjaguin, Landau, Verwey and Over. On the plots, small range Born repulsion is not
indicated.
The 3 keywords that describe bentonite-water structure are dispersion, flocculation and
aggregation; the DLVO theory provides a better explanation of the difference between flocs and
aggregates than this card-house view. They correspond to different potential wells, with a small
energy barrier for flocs and large one for aggregates.
There are 3 main means to act on the dispersion-flocculation state:
• Modify the pH, as said before to neutralize edge charges
• Modify the salt loading (NaCl): increasing the ionic strength decreases the Debye layer
thickness
• Use organic dispersants (steric effect): small size polymers with good affinity with clay
surface.
Adding divalent cations will induce irreversible aggregation, and thus a sharp decrease of viscosity
(cuttings transport): this is what occurs when the mud is contaminated with Ca brine or cement
(after drilling the shoe of previous casing). This aggregation can be prevented by pretreatment of
the WBM with excess sodium bicarbonate to precipitate any Ca and Mg free ion as calcite or
dolomite.
20 VISCOSITY (cP)
15
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Dispersed-flocculated
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Edge-to-face Edge-to-edge Edge-to-edge and edge-to-
flocculated and flocculated and face flocculated and
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aggregated aggregated aggregated
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H. van Olphen, 1963
Until about a decade ago, montmorillonite clays were believed to organize themselves in
“card-house” - like structures. This structure is primarily based on edges to faces
electrostatic interactions between platelets.
This mental picture is now abandoned, since evidences have shown that most
interactions between clay platelets are face-to face. The 3D structure is thus mainly due
to the flexibility of the individual platelets.
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• OCMA clay: Ca-montmorillonite
• API bentonite: minimum viscosity values, max. fluid loss volume
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Bentonite – water mixture is commonly called “gel”
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Bentonite is not a mineral, this is an ore composed of montmorillonite and other minerals
acting as impurities.
The API has edited specs to classify the various grades of bentonites according to various
engineering properties:
. Particle size
. Viscosity and filtration properties of water-bentonite suspensions
. CEC and type of cation
Based on previous slides, one can understand the principles applied to prepare a
bentonite suspension:
1. Remove all divalent ions from the based water, by
precipitating them into carbonates
2. Mechanically disperse the dry bentonite to speed-up its
hydration
3. Wait enough time to allow water molecules to swell the
platelets piles
4. Neutralize edge positive charges by raising the pH
5. Eventually, a slight amount of calcium ions can be added
to raise the yield point
In the oilfield slang, a bentonite-water suspension is called “gel”; drilling fluid systems
based on that are “gel muds”. By extension, dry bentonite itself is sometimes called
gel: this is reflected in the various trade names.
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12 to 18 C
Exchange the Na+ ion with an aliphatic amine R-NH3+
– The montmorillonite particles become hydrophobic
– They can be used to viscosify oil-based fluids
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Commonly used in water treatment
plants to remove oily compounds
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We saw that atomic cations can adsorb on montmorillonite faces (sodium, potassium,
calcium, etc.) Organic molecules when they have charges (or can create weak hydrogen
bonds) can also adsorb; these are either surfactants or polymers.
To cover the whole surface, the surfactant must be cationic (positively charged): the clay
platelet become hydrophobic. These materials are called organoclays; they are used in
oil-based drilling fluids.
Negatively charged polymers can neutralize edge positive charges and act either as
dispersants – when they are linked to a single sheet – or as flocculants when they bridge
many sheets together.
Positively charged polymers are very efficient shale stabilizers, but their HSE
performance is generally poor: they are thus seldom used in oilfield applications.
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Clays
Polymers in Drilling Fluids Polymers
OBM’s – SBM’s
Filtrate
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– The number of different monomers: 1 = homopolymer, 2+ = random or segmented arrangements
– The chemistry of each monomer: polarity, charge and effect of pH, reactivity
– The total number of monomer per chain (degree of polymerization, molecular weight)
– Linear, ramified, cross-linked chains
– The conformation of polymer chains in the liquid phase: coil to extended chain
– Its interactions with other components, in particular solid surfaces
This gives the polymer solution its properties that are strongly dependent on
– Liquid physico-chemistry: polarity, presence and valence of ions
– Physical parameters: temperature, shear, elongational flow
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To obtain key fluid functions: rheology, fluid loss, shale stability & dispersion, lubricity
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The three pictures show a coil, an extended flexible chain (e.g. PHPA in low salt water)
and a rigid polymer (xanthan)
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n Origin C =O
I
C =O
I I
C=O C =O
I
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O
O H
n By function
I I
H OH
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Because of cost reasons, most polymers used in DF’s are either natural or derived from
natural polymers:
• From the wood industry, cellulose: hydroxyethyl-cellulose (HEC), carboxymethyl
cellulose (CMC); lignosulfonates are by-products from the paper industry.
• Xanthan is produced by bacteria.
• Starch is produced from various vegetables (e.g. potatoes).
Synthetic polymers are (relatively) expensive, with two origins:
• Based on acrylic backbone: numerous products are available, mainly used as
shale stabilizers. They vary by the chain length and percentage of carboxylic
groups.
• Based on so-called “glycols”: these are small mass polymers used for shale
stability.
Only neutral or anionic polymer are used in DF’s. Cationic polymers are almost never
used (except in very limited cases).
Their functions are numerous, covering all major properties of DF’s except density.
The four pictures show the structure of a PHPA, glucose as the elementary unit of
polysaccharides, polyethylene glycol (PEG or PEO) and polypropylene glycol.
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- -
Low ionic content, strong electrostatic repulsion
Fresh water
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- - - -
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or cement contamination
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A charged polymer in an aqueous solution. Its behavior is similar to what happens with
montmorillonite clays:
• In deionized water or fresh water, electrostatic repulsions are maximum, chains
are elongated, fluid viscosity is high.
• In salt water (high NaCl content), coulombic interactions are screened, chains
are shrunk and fluid viscosity is reduced.
• In presence of divalent ions, calcium or magnesium, internal or inter-chains
crosslinks are formed, which reduce both the fluid viscosity and polymer solubility.
• At low pH, reactive groups are protonated, with a strong decrease of polymer
solubility.
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– Bentonite effect) – Reservoir DF
– Organic dispersant – “Glycol”: wide variety, (Drill-In Fluids)
– Barite proprietary structure
– Polymeric fluid loss agent Old systems
– Polymeric viscosifier: – UltraDrill – Gypsum muds
xanthan
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Quick summary look at the main types of water-based muds and their main components
• Bentonite WBM’s.
MMH muds are special fluids very yield point and almost zero PV. Sometimes designated
as “flat rheology”. Used for window milling because they have very good solids carrying
properties. The MMH additive is a kind or sub-microscopic clay-like synthetic compound
that strongly interacts with bentonite platelets. On a concept point of view, not very
different from flocculants used in water treatment plants.
• Silicates muds are used for their shale stability properties, but they are fundamentally
different from polymer muds.
• Aphrons are low-density DF’s, with good filtration properties. The reason behind the
observed benefit of the presence of the micro gas bubbles is not well understood.
• RDF is used by M-I Swaco, other companies used the term “drill-in fluids”.
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Clays
Oil / Synthetic-Based DFs Chemistry Polymers
OBM’s – SBM’s
Filtrate
Bentonite WBM
n Why using OBM-SBM? Inhibitive WBM
Shale Inhibition
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OBM
Specific properties
Cost Formation Protection
SBM
n Composition
Types of OBM’s
Tolerance to
n Contaminants
Corrosion Inhibition
Overall Drilling
Environmental Footprint
Performance
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The main reason for using OBM’s is drilling efficiency in difficult formations i.e. mainly
reactive clays.
This objective is primarily reached by not allowing water to contact the formation.
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OBM-SBM Composition
– Oil phase
• Synthetic compounds: paraffins, olefins, esters
Cost • Low-Toxicity mineral oil (LTMO): many grades available, depending on the amount of aromatics
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• Diesel: cheap, bad environmental properties
– Aqueous phase
• CaCl 2 brine: provides shale stability & filtration control, decreases cost, improves HSE
– Organoclay or oil-soluble polymer for viscosity control
– Surfactant package
• Emulsifier + wetting agent for fluid stability (+ lime)
– Weighting agent
• Barite
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– Cuttings and other contaminants
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M-I Swaco developed the FazePro system in which the emulsifier is
pH-sensitive: it stabilizes water-in-oil emulsions at high pH and oil-in-
water emulsions at low pH
Oi
l Oi
l
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Water Water
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It is just the relative size of its polar head vs. its hydrophobic tail:
• Large head, small tail: the interface curvature favors oil-in water.
• Large tail, small head: the interface curvature favors water in oil.
Reference: Ravitz et al., “Active filter cake technology eliminating the need for post
completion cleanup, SPE 94726.
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Clays
Drilling Fluid Filtrate Polymers
OBM’s – SBM’s
LWD by Chemical Logging Filtrate
One signature of the formation being drilled lies in the mud filtrate:
– Ions in the formation brine
– Soluble formations
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– Reactive clays
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C. Hall et al., “Mud Analysis and Control for Drilling”, 1992
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The idea of analyzing the formation being drilled by its chemical interactions with the drilling fluid was
studied at the beginning of the 90’s in SCR, as part of an EU funded project.
At the time, only surface measurements were feasible: however, clear signatures of the formation being
drilled were visible despite the spreading of the peaks due to dispersion and diffusion in the flow up the
annulus until surface.
Three types of interactions are possible:
• The brine that saturates the rock is diluted in the mud as soon as it is cut at the bit.
• Soluble formations – like anhydride – directly affect the aqueous phase ionic composition.
• Clays with exchangeable cations interact with the drilling fluid: they preferentially adsorb
potassium and release sodium.
In addition, it was experimentally observed that the relative abundance of cations is correlated with the
drilling of sandstone of carbonates.
Practically, these interactions are detected by making the difference in the chemical composition of the
mud pumped in and mud exiting the hole. The same type of measurement could be done in the BHA
using microfluidic systems: its only the difference in composition that matters!
References:
1. T. G. J. Jones, T. L. Hughes and P. Tomkins, “The ion content and mineralogy of a North Sea
Cretaceous shale formation”, Clay Minerals, 24, 393-410 (1989).
2. T. L. Hughes, T. G. J. Jones and T. Geehan, “The chemical logging of drilling fluids”, paper
SPE 23076 (1991).
3. C. Hall, P. Fletcher, T. L. Hughes, T. G. J. Jones, G. C. Maitland and T. Geehan, “Mud analysis
and control for drilling”, paper presented at the 4th EC Symposium “Oil and Gas in a Wider
Europe” meeting, Berlin, 1992.
4. C. Hall and T. L. Hughes, “Ion chromatography tracer experiments during drilling”, paper SPE
25178 (1993).
5. T. L. Hughes, T. G. L. Jones, T. Geehan and P. G. Tomkins, “Rigsite ions monitoring system
for drilling fluids”, paper SPE 25703 (1993).
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Introduction
Part 1 – Function, properties
Part 2 – DF management on surface
Part 3 – DF chemistry
Part 4 – A few downhole problems
Part 4
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Drilling Fluid in the Hole – A Few Problems
“Drilling Engineering”, D&M and M-I Swaco
Well bore stability
Fluid-fluid displacement Impact of mud filtration on
Hole cleaning formation logging
Differential sticking
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Filtration
This 4 th part aims at bridging the gap between mud company activities and SLB activities. We
will review the behavior of drilling fluids downhole.
• In part 1, we introduced the various functions of drilling fluids, that are translated into
requirements for the fluid properties
• Part 3 was focused on the chemistry of DF’s, with a large importance given to clays.
• In the present part, we will go over a few of the methods used to specify the target
values for the DF properties, I.e. the quantitative relationship between function and
properties
This is the boundary domain between DF engineering and drilling engineering, I.e. between
D&M and M-I Swaco.
The part ends with a review of the impact of drilling fluids on formation evaluation tools and
logs.
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• Temperature
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Besides his key task of maintaining mud properties as per specs, the DF engineer is also capable of making a
number of basic or advanced calculations, thanks to dedicated models and software.
Several of these calculations are also done by the driller or D&M engineer. Potential compatibility issues: in
SLB, the PowerPlan module of Drilling Office was developed with the need of being compatibility with M-I
series of software. They are listed here.
The M-I software modules all use a central database of DF properties, the “Virtual Hydraulics” database. This
database is built using either default mud system properties or data generated at the rig site using a Fann 70
rheometer (HPHT model).
. TPVOL: trip tank volume. Variation of mud volume when the DF comes out of the hole (RIH) or is pumped
into the hole (POOH). This is useful to interpret pit gains as early signal of a kick or just fluid expansion.
. HYPLAN: planning of drilling hydraulics for optimization.
VIRTUAL HYDRAULICS® is a proprietary integrated suite of programs to evaluate and design critical-well drilling hydraulics under
simulated downhole conditions. It is most often used in the following applications.
• ECD, ESD, temperature, hole-cleaning and tripping profiles in critical wells
• Hydraulics and rheological behavior of synthetic-, oil- and water-base drilling fluids in extreme temperatures and/or pressure
environments such as deepwater and HTHP drilling
VIRTUAL HYDRAULICS is a powerful tool for maximizing drilling fluid performance, minimizing overall costs, and improving confidence
levels while using high-performance fluids in challenging deepwater and HTHP environments. The integrated software suite uses state-
of-the-art models for hydraulics, mud rheology, temperature profiles, hole-cleaning performance, and surge/swab pressures that
consider the dramatic effects of pressure and temperature on downhole fluid properties.
• VIRTUAL RHEOLOGY ® uses an innovative “data-cube” concept to predict mud rheological properties under downhole conditions.
• VIRTUAL RDH™ considers the effects of downhole density and mud rheological profiles, pipe rotation, eccentricity and cuttings
behavior to accurately calculate pump pressure, ECD, ESD and hole-cleaning profiles during drilling.
• TPRO™ uses a fully transient temperature simulator to determine the downhole temperature profile under circulating and static
conditions.
• DPRO™ accurately determines equivalent static density profiles based on temperature, pressure and specific mud characteristics.
• TRIPPRO™ executes transient surge and swab analyses with effects of down hole density, rheology and time to determine optimum
tripping schedules while running pipe or casing.
• CLEANPRO™ determines hole-cleaning profiles using fuzzy logic principles that consider the effects of rotation, eccentricity and
downhole fluid properties.
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D&M PowerPlan (part of Drilling Office) software has several identical capabilities
Again, this is possible only thanks to a detailed characterization of the P&T dependence
of DF rheology.
All these hydraulic calculations are more or less standard, what differs is the interface
and its ergonomics.
Three important fluid mechanics problems are further described on next slides: hole
cleaning, fluid displacement and filtration + two other non-fluids mechanics problems.
One common limitation of these models is to properly account for the complexity of the
situation – e.g. eccentered and rotating pipe - and very few quantifying measurements.
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Wellbore Stability
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Wellbore Stability commonly covers two topics, wellbore stability while drilling and during
production (sanding). Here, we only consider the first topic.
The basic mechanism of wellbore instability is when the stresses are higher than the rock
strength. The stresses around a wellbore come from the interaction from “far field
stresses”, i.e. stresses that exist before the well is drilled and stresses added by the
wellbore itself and the fluid filling it.
Thus, the primary parameters that influence the stress state include:
• The far field stress: in “relaxed” areas, the vertical stress is higher than both horizontal
principal stresses. In tectonically stressed places, horizontal stresses may overpass the
vertical stress.
• The inclination of the well.
• The hydrostatic pressure exerted by the wellbore fluid.
The two broad categories of failures are either shear failures or tensile failures. The rock
may fail in one or both categories depending on the stress state.
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Failure Modes
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DANGER RISKY SAFE
TOO LOW TOO HIGH
MUD WEIGHT
Pp Sh
Note: “sanding” is not considered here, this is a production problem Stable
References:
• T. Bratton, T. Bornemann, Q. Li, R. Plumb, J. Rasmus and H. Krabbe, “Logging- Unstable
while-drilling images for geomechanical, geological and petrophysical
interpretations”, SPWLA (1999).
• “Mechanical wellbore stability”, presentation by R. Plumb, 1996. IPM Drilling
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Engineering web pages: http://www.hub.slb.com/index.cfm?id=id18271
5 GD
5/31/2005
For a vertical well drilled in a stress-relaxed area, the three stresses – axial,
radial and tangential – vary with the mud density as shown on the top-right plot.
Comparison of these stresses with the rock strength allows plotting a stability
diagram (Bottom-right): if the delta stability parameter is negative, the rock
may fail. This plot allows predicting the safe mud density range.
In general, too low mud density leads to shear failure, whose symptoms are
as follows:
• Hole elongation in direction of S2;
• Heavy Reaming, high torque and drag;
• High volume of solids/cavings;
The easier control means is to increase the mud density. Stable
The image on the right side is a Resistivity-at-the-bit log, showing breakouts
on the top and bottom side of the hole. Unstable
A too high mud density create tensile fractures, similar to hydraulic fractures. Symptoms include:
• Sudden mud losses;
• Mud wt vs. loss similar across field;
• Induced fractures aligned with S1;
Curative means include:
• Reducing the mud density;
• Minimizing all dynamic pressure: P surges while running-in-hole, frictions in the annulus.
Finally, whenever possible, it is better to design the well trajectory to minimize these risks.
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Optimal mud weight
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window is computed
from real-time
sonicVISION log
6 GD
5/31/2005 information.
Two pictures extracted from the sonicVISION brochure, to highlight the importance of
mud weight management for the driller.
These real-time predictions are based on the interpretation of sonic + neutron logs made
while drilling
Ref.: Brehm and Ward, “Pre-drill planning saves money”, E&P May 2005, pp. 81-83.
Remark: the drilling process may improve the rock mechanical properties as in casing
drilling. This is called a “plastering effect”. Practically, it has been observed that the safe
mud density window is widened by as much as 1 to 2 lbm/gal. No good explanation for
this effect is available yet.
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Fluid-Fluid Displacement
Mud-to-mud Physics
– While drilling a section – Mixing & displacement in a
Mud-to-cement cylindrical pipe
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– After running casing – Mixing & displacement in an
inclined non-uniform annulus
Mud-to-completion fluid – Unstable flows
– Before completing a well – Non-Newtonian rheologies
– Wetting effects
Objectives
– Minimize mixing zones Common solution
– Does not leave mud films – Turbulent flow to try achieving
on walls 1-D flow
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Fluid-fluid displacement is a fluid mechanics domain in which practices are based more
on experience than on validated model predictions.
The most advanced understanding is for well cementing, simply because the flow
geometry can be assumed to be 2-D (refer to the ICD* Schlumberger service). This is not
possible for the other applications.
M-I have developed a module, X-Clean, based on lab experiments and fuzzy logics to
help predict cleaning efficiency during mud-to-completion fluid displacement.
Whenever possible, the best solution is to achieve turbulent flow: the mixing zone is much
wider than for an ideal piston-like displacement but much smaller than under unfavorable
laminar conditions for which viscous fingering occurs.
Many phenomena are still research areas, e.g. the tangential erosion or turbulent cleaning
mechanisms.
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– Solids transport
– Solids pickup, from solids bed
– Multiphase flow
– Moving boundaries
– Non-Newtonian fluid rheologies
– Laminar and turbulent flow regimes
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A key feature of cuttings transport and barite sag is their partial irreversibility: if solids start
to settle at given conditions, much more energy is required to put them back in
suspension. Prevention is far better than cure.
Note that the use of steerable rotary drilling techniques has been very helpful: it is agreed
that one of the most useful means of keeping the hole clean is to prevent cutting from
settling, which is nicely achieved if the drill string does not stop rotating. This used to be
impossible with traditional directional drilling based on alternatively sliding-rotating.
Special drill pipe are available that help clean the hole.
Weatherford propose Hydroclean DP’s: “The patented Hydroclean profile is a combination
of specially designed angles that work in harmony to lift cuttings off the wall and propel
them up the hole, providing a significant improvement in overall hydraulic performance”
(SPE 59143)
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operations”, US 5,454,436 (1995)
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9 GD
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As a consequence of facts shown on previous slides, current approaches are based on the
integration of rig-site measurements and real-time interpretation. The practical objective is
to automatically determine risky situations before problems become issues.
• Within D&M, the method patented by Jardine et al. is being implemented.
• Application of Thonhauser thesis was tested in a couple of wells: cuttings separation rate
on the shakers is monitored and compared with model data.
• Leising and Walton suggested to use Velocity / Sqrt(diameter) rather than annular velocity
to compare cutting transport in turbulent flow.
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Mud channel
on narrow sides
Gelled mud pocket in
washouts Mud cake
Barite layer or cuttings
deposited on
bed on low side permeable layers
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Mud Gelled Mud Mud Cake
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0 10 100 1000 Shear strength (Pa)
A third FM problem, which we detail some more because of its large impact on SLB
business, is mud filtration and formation invasion.
Put in a broader picture, the well is filled with circulating mud, immobile mud (gelled),
solids deposits (settled barite or cuttings) and partially dehydrated mud (filter cake).
These immobile phases are located in different places in the well, and have different
potential consequences on the drilling process:
. Gelled mud: bad cement jobs and hydraulic isolation
. Settled solids: high drag forces
. Mud cake: risk of differential sticking and high ECD
Going from circulating mud to gelled mud and mud cake, one of the main difference
is the shear strength of the medium: one order of magnitude between each of them.
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Differential Sticking
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SLB Oilfield Glossary
Differential sticking. These cross-sectional views show a drill collar
embedded in mudcake and pinned to the borehole wall by the
pressure differential between the drilling mud and the formation.
As time passes, if the drillstring remains stationary, the area of
contact can increase (right) making it more difficult to free the
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drillstring.
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Basic model:
Assume the only force needed is that required to break the static
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mud cake
Axial force / unit length = πD × Yield strength
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The simplest means to get a feeling of the force required to un-stick a stuck object is to
consider that we have to overcome the yield strength of the cake.
The axial force is thus equal to the yield strength X surface area. In this example, we
obtain 400 daN, I.e. the same order of magnitude as the pipe weight.
More sophisticated models can be derived, but key input parameters are the cake yield
strength or equivalent property (friction, etc.) and the embedded surface area.
A comparison between OBM’s and WBM’s tells that:
• The yield strength of WBM cake is about 1 order of magnitude higher than that of
OBM’s.
• The cake thickness of WBM’s is much higher than that of OBM’s.
• The friction coefficient (or adhesion force) between steel and WBM cake is
higher than between steel and OBM cake.
These three facts highlight the fact that differential sticking is a bigger problem when
drilling with WBM’s than with OBM’s.
Finally, differential sticking may occur whenever there is a static object in a reservoir
zone, for instance an MDT tool in operation. This is a clear advantage of the XPT if the
only measurement is reservoir pressure!
A chemical method to release a stuck pipe is to place a chemical in front of the stuck
zone, which will shrink the mud cake and decrease the cake-pipe adhesion.
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Casing Formation
While drilling
Wellbore Formation
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Invasion
depth
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mud solids filtrate
mud
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cake cake
This slide shows a simple explanation of the various zones from the wellbore to the
formation, when filtration occurs:
. Circulating mud
. Fluffy static cake, that is eroded when circulation resumes
. Dynamic cake, strong enough to withstand the erosion of the flowing mud. It can only be
removed by mechanical means, e.g. scratching.
. A zone invaded by solids, often very narrow if any.
. The filtrate-invaded zone
. Finally the intact formation
After a successful cement job, only the static cake has disappeared. The materials
between the casing and the native formation are the cement sheath, dynamic mud cake,
filtrate-invaded zone.
When logging cased formations, these are the various zones that you have to account for
in the data treatment.
In a few open-hole tools, the pad that makes measurements is designed to scrap the mud
cake: FMI for instance. The mud cake immediately re-forms itself once the mud is in
contact with the formation.
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– Cannot by removed by hydrodynamics alone – Time dependent penetration of liquid
phase: ~ 1 µm/s
– Acts as a “check valve”,
low FIP*
– The filtrate carries with it soluble
compounds:
– Re-forms quickly
when scratched salt, polymers, surfactants →
“formation damage”
* Flow Initiation Pressure
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Most of the knowledge about mud cakes has been acquired in SCR: the information in the
following slides is taken from the studies run there in the last 20 years.
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External filter cake deposited by a properly formulated reservoir
n Dynamic deposition – drilling fluid (RDF) (extracted from Ali et al. 2001).
Influenced by
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adhesion on rock
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Mud cakes have very low permeabilities. The filtrate velocity in the formation is of the
order of a few mm/hour!
Mud cakes are not inert: they react to changes in the chemistry of the surrounding. This is
a relatively slow process but time scales are of the order of hours.
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Invasion of mud solids on Ketton limestone cores. RDF’s designed so that:
– Left: extra fine CaCO3; – No internal cake is formed
– Right: coarse CaCO3. – The external cake can be easily
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Limestone grain size ~ 0.5 mm (extracted from destroyed or lifted off when needed.
Bailey et al., 1999).
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These are two self-explaining pictures showing how solids can invade the porous medium
if the ratio between pore size and solid size is high enough.
Note that the internal mud cake cannot be removed while the external cake can eventuall
be “pealed away”
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Conceptual picture of filtration of emulsions containing bridging Internal cake obtained with an unweighted HP/HT water based
solids (taken from Al-Riyamy & Sharma, 2002). mud. (taken from Argillier et al., 1999).
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OBM’s and SBM’s have a specific filtration control mechanism. The low permeability of
the filter cake is achieved thanks to the brine droplets that block pores between solid
particles: once created, the cake is almost impermeable.
Some filtrate must invade the formation, to form the filter cake: this is called the spurt loss
or spurt volume.
The oil filtrate carries with it a substantial amount of surfactant, that can have a very
detrimental effect on the porous medium: wettability change, emulsions, etc.
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n Formation damage, reservoir skin: clay swelling, internal cake, wettability changes, emulsions,
etc.
D&M, IPM : Drilling Efficiency
n Stuck pipe by differential sticking
n Lubricity: WOB, Drag
Formation & Reservoir Evaluation - D&M, Wireline How many measurements are
n LWD not affected by DF filtration?
n Gamma-Ray, Resistivity, NMR logs, nuclear logs (barite, chloride), etc.
n MDT
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n Imaging tools
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This is a list of SLB operations and services directly impacted by mud filtration and the
associated problems.
• Stuck pipe is one of the major causes of lost time for D&M
• Only a few formation evaluation measurements are insensitive to the DF and the
filtrate.
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n Mud cakes are a nuisance UBI log
for most logs
… except for fluid loss rate
(Haberman et al., 1992)
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It is only in a few instances that the mud cake can be directly observed, for instance on
caliper logs.
Note that scratching the dynamic cake will lead to an instantaneous increase of filtration
rate until a new cake is created. The invasion depth increases.
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Formation Invasion
Wellbore Formation
Invasion
depth
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Drilling
Assumed profile
fluid Formation
fluids
Static Dynamic Mud Mud
mud solids filtrate
mud
cake cake
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O. & L. Serra
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The mud filtrate does not push the formation piston-like: there is a gradual change in
saturations in the radial direction.
In addition, viscous fingering and reservoir heterogeneity induce axial variations.
In most practical applications, the saturation is assumed to show a step change between
the invaded zone and the intact formation except for a limited number of interpretation
algorithms for which more complex profiles can be accounted for (e.g. resistivity/induction
logs).
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Simulation of fluid flow in the formation during MDT operation
• Filtrate must be withdrawn before a representative sample
of formation fluid is taken
• The mud cake prevents influx from wellbore fluid, above
and below the packers
SPE 71569
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Change in resistivity log vs. time
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230 mm
. Variation of invasion depth vs. time, determined by LWD. The invasion depth is about 23
cm, which tends to indicate that the time between recording the two traces was a few
days (true?)
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Spontaneous / electro kinetic potential: change of salinity between filtrate and connate water
Resistivity / induction: change in saturation + salinity
Neutron - γ-ray
Neutron - neutron Refer to J. Hemingway’s presentation (2 March 2005)
NMR: change in saturation and viscosity
Seismic: no effect
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• “Fluid Properties Monitor” to account for
effect of mud properties in the hole
• Filter cake: same impedance as the drilling fluid Flowing mud Immobile mud
but more attenuation
• Formation invasion:
– Sound velocity is function of primary porosity: contacts between grains
– Filtrate affects formation evaluation especially for gas zones
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The picture shows a numerical calculation done for estimating the torque required to rotate
the IBC sub in a drilling fluid (HV Nguyen).
For acoustic formation evaluation tools, formation invasion directly affects the measurements:
• The acoustic depth of penetration is relatively shallow – a few wavelengths - except
for long spacings.
• The sound velocity varies with primary porosity and the saturating fluid (and pore
pressure).
• The nature of the saturating fluid dictates the sound velocity: increasing velocity =
gas-oil-water-brine, due to both increase in density and decrease in compressibility.
• The larger the difference between the filtrate and the reservoir fluid, the bigger the
effect!
Note that secondary porosity has little impact, but fractures have a large effect (and low
porosity).
For LWD applications, the primary use of acoustic logs is the prediction of mechanical
properties of the rock for deriving the “safe mud weight window”.
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NMR monitors all free Hydrogen nuclei with the depth of investigation (1.5 to 4 in).
n Total number of H → porosity
n Signal decay related to:
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– Diffusion of molecules within pores
→ molecule size, fluid viscosity
– Interaction with pore walls
→ pore size distribution
→ permeability
– Interaction with paramagnetic atoms
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Because NMR senses hydrogen atoms, it is strongly affected by any fluid invasion
(filtrate). Hopefully, the CMR tool can perform measurement at different depths of
investigation. The comparison of the water saturation vs. depth shows the invasion by the
aqueous filtrate. Information on native fluids is thus extracted from deep measurements.
Note that 4 inches as maximum DOI may not be sufficient to go beyond the invasion
zone.
On the log: the two tracks on the right side are measurements at 2 different Depth Of
Investigation (DOI). The shallow depth shows more water than the deep measurement.
SXO = water saturation in flushed zone, computed from MRX measurements
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Resistivity-Induction
HRLA, AIT, ARC, FMI, OBMI
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Wireline tools: HRLA (High Resolution Laterolog Array tool, resistivity), AIT (Array Induction Tool), HALS
(High resolution Azimuthal Laterolog Sonde)
LWD: ARC or arcVISION, replacement of old CDR. Resistivity-at-the-bit
Imager: FMI, OBMI (Formation MicroImager, Oil-Based Mud Imager)
Pictures taken from HRLA brochure:
Without formation invasion by mud filtrate, life and resistivity tools and inversion would be much simpler!
Because of formation invasion, the resistivity varies with radial depth. The resistivity measurement at various
depth allows calculating the depth of invasion (di) and true formation resistivity (Rt)
In thin bed formations, a 2D model allows better resolution of the fine beds as shown on the log here: Rt from
1D inversion vs. Rt from 2D inversion.
Caption of right figure: Advanced 2D inversion—improving the accuracy of Rt
More accurate representation of the formation and borehole environment means more accurate Rt estimates,
especially in thinly bedded formations. The HRLA tool not only provides a coherent array of measurements,
but the improved quality of these measurements and the additional information about the invaded zone allow
advanced 2D inversion processing. The 2D formation model simultaneously accounts for all 2D effects,
including those from the wellbore (caves) and from vertical (shoulder-bed) and radial (invasion) resistivity
variations. The 2D inversion process begins with the information-rich raw HRLA data. First, layers are defined
through inflection-point segmentation, and a “first guess” is made for the initial formation parameters: Rt, Rxo
and di. The program then computes the tool response in the theoretical formation and compares it to the
actual response. The formation parameters are updated, and after successive iterations an acceptable match
is found. This mathematical inversion technique, used with a 2D formation model, yields a more accurate Rt
and therefore a more accurate saturation estimate.
On the log above, the 2D inverted Rt and Rxo are shown in track 3 with the raw HRLA curves. The red
shading indicates normal invasion (Rxo < Rt ); the green indicates reversed invasion (Rxo > Rt ). In track 4,
the 2D inverted resistivities Rt (red) and Rxo (green) are compared with the 1D inverted formation resistivity
Rt (magenta) and the Rxo (black) from the Platform Express MCFL MicroCylindrically Focused Tool. The 2D
inversion shows a significant increase in Rt obtained in thin beds—such as those between XX30 and XX70
ft—over the 1D inversion results. A good match between the 2D inversion-derived Rxo and the one
independently obtained from the MCFL measurement adds confidence to the inversion results.
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Spontaneous Potential
Cations between clay platelets can move:
– A difference in chemical potential between the aqueous
phase of the WBM and the formation water results in an
electrochemical potential
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– The flow of mud filtrate in the formation creates an
electrokinetic potential
SP = electrochemical +
electrokinetic potentials
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Spontaneous potential
The two components of the SP are due to electrochemical and electrokinetic effects:
• Electrochemical: originates from the difference in chemical potential between the
DF (WBM only) and the reservoir water
• Electrokinetic: due to the flow of conductive filtrate in the reservoir
This is one log that would be of no use without mud filtration and if the mud were
chemically equilibrated with the formation.
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Example of 2 logs in nearby wells with well 2
drilled with a KCl mud (Rider, 1986)
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Filtrate
– C/O ratio from inelastic neutron scattering
– Chloride absorbs thermal neutrons
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The two detectors design allows subtracting wellbore and mud cake effects (RST-A only).
The remaining eventual effect is on the carbon/oxygen ratio in the invaded zone for the
RST tool.
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Conclusion
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n Strong competition but good opportunities for improvements and
new markets
n Many physics problems still unsolved
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In particular: Vol. 1 (2), 1989; vol 2 (3), pp. 8-10; April 1994, pp. 34-43;
• MI SWACO web site: http://www.miswaco.co
• Waste management: Canadian Asso. of Pet. Producer, http://www.capp.ca
• API specification 13A for WBM and 13B for OBM/SBM: available from HIS site,
https://login.ihserc.com/login/erc?
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