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Rheology
The study of how matter deforms and flows.
Measurement - Rotational Viscometer
Torsion Spring
Inner Cylinder
Bearing Shaft
Rotor
Bob
Cup
Interpretation of VG Readings
• Plastic Viscosity, centipoise- PV, cp = Rdg600 - Rdg300
• Yield Point, lbs/100 ft2
- YP, lbs/100 ft2 = (Rdg300 - PV)- YP, lbs/100 ft2 = 2(Rdg300) - Rdg600
• Initial Gel, lbs/100 ft2
- Static Rdg3 10 sec after stirring• 10 minute Gel, lbs/100 ft2
- Static Rdg3 10 minutes after stirring
Viscosity
V2, ft/sec
V1, ft/sec
V2 - V1
d, ft
orRateShear
StressShearityVis
RateShearainMatoForceStressShear
ftd
VVRateShear
ftlbs
ftlbs
ftft
1
100
100
sec1sec21
sec,
,cos
int,
,
,sec,
2
2
Fluid Layer #2
Fluid Layer #1
Viscosity, cp
• Shear Rate = 1.703 X VG rpm• Shear Stress = 1.0678 X VG rdg• Metric conversion factor = 478.9• Therefore:
, ..
.
:
cpVG
VG
or
VG
rdg
rpm
rpm
478 910678
1703
,cp = 300.28VGrdg
Viscosity from VG Rdgs(Illustration of Shear Thinning)
• Rdg600 = 50- Viscosity = 300(50/600) = 25 cp
• Rdg300 = 30- Viscosity = 300(30/300) = 30 cp
• Rdg100 = 13- Viscosity = 300(13/100) = 39 cp
• Rdg3 = 5- Viscosity = 300(5/3) = 500 cp
Plastic Viscosity, cp
• Determined by the fluid phase viscosity and the size, shape, and distribution of solids
• The lower limit of shear thinning• Should kept at the lowest value which is
economical• Control with:
- Dilution- Solids control equipment
Yield Point, lbs / ft2
• Determined by interparticle forces• Controlled by:
- Chemical (thinner) additions
Gel Strengths, lbs / 100 ft2
• Determined by interparticle forces• Initial Gel is used as an indicator of the shear
stress at ZERO shear rate• Initial Gel of 5 sec-1 is required for barite
suspension• Control by:
- Chemical (thinner) additions:
Fragile Gel Strengths
• Gel strength increases slightly after 10 min even if the Initial Gel is high
• Desirable, easily broken• Low Swab & Surge Pressures
Progressive Gel Strengths
• Gel strength increases significantly after 10 minutes, even if Initial Gel is low
• Indicates:- Solids crowding- High reactive solids concentration- Flocculation- Carbonate contamination
Rheological Models
• Equations which attempt to define the Shear Stress-Shear Rate relationship of fluids
• Models- Newtonian A - Bingham Plastic - Power Law n - Casson
0.5)2
- Robertson-Stiff n- Herschel-Bulkley n
Bingham Plastic Model
• Straight line when plotted on rectangular coordinates:- Plastic Viscosity is the slope of the line- Yield Point is the intercept on the Y axis
• Yield Point > 3rdg • Yield Point > Yield Strength• Does not identify pseudoplastic fluids
• If YP > 0, the data below 511 sec-1 is best described by a curve
Power Law
• Describes a curve on rectangular coordinates through the two Shear Stress-Shear Rate data points and orgin
• Does not approximate a Yield Strength• Not reliable the SS-SR range used for calculation• Not reliable for fluids which approach Bingham at low
Shear Rates• API recommends at least two equations: One for
calculations in pipe and another for the annulus
Power Law
Power Law Equation n
Shear Stress, lbs / ft2 K, Consistency Index , lbs / ft2
Shear stress at 1.0 sec-1 Shear Rate, sec-1 n, Power Law Index
Indicates fluid’s degree of non-Newtonian behavior n = 1, Fluid is Newtonian n < 1, Fluid is non-Newtonian (shear thinning) n > 1, Fluid is Dilatant, (shear thickening)
API Power Law Equations
• General Equations: n = log(log(
n
• Pipe: np = 3.32log(R600/R300) Kp = 5.11*R600np
• Annular: na = 0.657log(R100/R3) Ka = 5.11*R3np
Low Shear Rate Viscosity
• Viscosity of fluid at 0 to 5.1 sec-1 (3 rpm)• Viscosity at shear rates of barite and cuttings
falling in static fluids• Related to:
- Settling- Barite sag- Cuttings beds
Low Shear Rate Viscosity
• Yield Point• Yield Strength• 3rdg - 6rdg Yield Point = 6rdg - 2(3rdg)• 3rdg
• Brookfield Viscometer
Effect of Flow Rate on Pressure Losses, Impact Force & Hydraulic Horsepower
0
250
500
750
1000
1250
1500
1750
2000
2250
2500
2750
3000
0 50 100 150 200 250 300 350 400 450
Flow rate, gpm
Pre
ssu
re L
oss
, Im
pac
t F
orc
e, &
Hyd
rau
lic
Ho
rsep
ow
er
Drill String & Annular LossesBit Pressure Loss
Hydraulic Impact Force
Hydraulic Horsepower
Maximum Allowable Surface Pressure
Optimized for Hyd. Horsepower
Optimized for Impact Force
Pressure Losses v. Flow Rate
0
250
500
750
1000
1250
1500
1750
2000
2250
2500
0 50 100 150 200 250 300 350 400 450
Flow Rate, gpm
Pre
ssu
re L
oss
, p
si
Drill String Pressure Losses
Annular Pressure Losses
Changing PV's in Bingham Plastic Model
0
20
40
60
80
100
120
140
0 100 200 300 400 500 600 700 800 900 1000
Shear Rate, sec-1
Sh
ea
r S
tre
ss
PV = 10, YP = 10
PV = 30, YP = 10
PV = 50, YP = 10
Effects of PV on Bingham Plastic Viscosity, cp
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
0 100 200 300 400 500 600 700 800 900 1000
Shear Rate, sec-1
Vis
co
sit
y, c
p
PV = 10 cp, YP = 10 lbs/100 ft2
PV = 30 cp, YP = 10 lbs/100 ft2
PV = 50 cp, YP = 10 lbs/100 ft2
Shear Thinning Limit, 50 cp
Shear Thinning Limit, 30 cp
Shear Thinning Limit, 10 cp
Changing YP's in Bingham Plastic
0
10
20
30
40
50
60
70
80
0 200 400 600 800 1000 1200
Shear Rate, sec-1
Sh
ea
r S
tre
ss
, lb
s/1
00
ft2
PV = 20,YP = 0
PV = 20, YP = 10
PV = 20, YP = 20
PV = 20, YP = 30
Effects of on YP on Bingham Plastic Viscosity, cp
0
25
50
75
100
125
150
175
200
225
250
0 100 200 300 400 500 600 700 800 900 1000 1100 1200
Shear Stress, sec-1
Vis
co
sit
y, c
p
PV = 20 cp, YP = 10 lbs/100 ft2
PV = 20 cp, YP = 20 lbs/100 ft2
PV = 20 cp, YP = 30 lbs/100 ft2
PV = 20 cp, Yp = 0 lbs/100 ft2
Shear Thinning Limit of all 4 Fluids