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Transcript of Calculations
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Calculations For Mud Engineers
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Solids Analysis For Unweighted Freshwater Muds
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Material Balance
Conversion Factors
SG of water = 1.0
SG of Drill Solids = 2.6
SG of Barite = 4.2
1 gallon water = 8.34 lbs
1 barrel water = 42 gallons = 350 lbs/bbl
1 gallon barite = (4.2) (8.34) = 35 lbs/gal
1 barrel barite = (4.2) (350) = 1470 lbs/bbl
1 gallon bentonite = (2.6) (8.34) = 21.7 lbs/gal
1 barrel bentonite = (2.6) (350) = 910 lbs/bbl
1 barrel of water = 350 lbs
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Material Balance
Calculate the requirements of water and barite to make 1.0 bbl final volume. Mud will contain 20 lbs/bbl bentonite which will weigh 8.8 lbs/gal. Let x = barrels of bentonite slurry and (1-x) equal the volume of barite. Using the material balance equation, perform the calculations.
(V1) (D1) + (V2) (D2) = (VF) (DF)
(8.8)(X) + (35)(1-X) = 12
8.8X + 35 - 35X = 12
23 = 26.2 X
X = 0.88 bbl bentonite slurry
1 - X = 0.12 bbl barite
(0.12) ( 1470) = 176 lbs barite
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Material Balance
Starting with 1.0 barrel of bentonite slurry, calculate the requirements of water and barite required to increase the density to 12.0 lb/gal. The bentonite slurry will weigh 8.8 lbs/gal.
Let X = barrels of barite.
(V1) (D1) + (V2) (D2) = (VF) (DF)
(1.0)(8.8) + (35) (X) = (1+X) (12)
8.8 + 35 X = 12 + 12X
23X = 3.2
X = 0.14 barrel barite
= (0.14)(1470) = 204 lbs barite
The volume increase of adding barite to 1.0 barrel of bentonite slurry ( 8.8 lb/gal) to reach a final density of 12.0 lb/gal is 0.14 bbl. The final volume will then be 1.14 barrels.
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Material Balance
Prepare a mud that contains 12 lb/bbl bentonite starting with a mixture of prehydrated bentonite that contains 35 lb/bbl bentonite. Let X equal the volume of prehydrated bentonite to begin with.
(X) (35) = 12
X = (12/35)
X = 0.34 bbl of 35 lb/bbl prehydrated bentonite
1 - X = 0.64 bbl water
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Dilution
Reduce the density of a 14.5 lb/gal drilling mud to 13.0 lb/gal using freshwater (8.34 lb/gal). Let X = volume of freshwater required and (1-X) equal to the volume of original mud.
(V1) (D1) + (V2) (D2) = (VF) (DF)
(X) (8.34) + (1-X) (14.5) = 13.0 (1)
8.34 X + 14.5 - 14.5 X = 13.0 (1.0)
6.16 X = 1.5
X = 0.24 bbl water
1 - X = 0.76 bbl original mud
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Dilution
Reduce the density of a 14.5 lb/gal drilling mud to 13.0 lb/gal using freshwater (8.34 lb/gal). Start with 1.0 bbl of the 14.5 lb/gal mud. Let X = volume of freshwater required.
(V1) (D1) + (V2) (D2) = (VF) (DF)
14.5 (1.0) + 8.34 (X) = 13 ( 1 + X)
14.5 + 8.34 X = 13 + 13X
4.66 X = 1.5
X = 0.32 bbl freshwater
Final volume = 1.32 bbl.
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Solids Analysis
Given : Mud Weight : 11.9 lb/gal
Retort Solids : 18 %
Retort Oil : 3 %
Chlorides : 20,000 mg/l
MBT : 27 lb/bbl
SG LGS : 2.6
SG Oil : 0.84
SG HGS : 4.2
Determine:
a). The corrected solids content
b). The ASG
c). The vol % LGS and % HGS
d). The lb/bbl LGS and HGS
e). The volume % bentonite
f). The volume % drill solids
g). Lb/bbl bentonite and drill solids
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Solids Analysis
a). Correction for salinity
Vol % salt water = vol % retort water * [1+(5.88 * 10-8)(chlorides)1.2)]
=0.79 * [1 +(5.88 * 10-8)(20,0001.2)]
=0.79 * 1.01
=0.80
SG Saltwater = 1 + (1.9 * 10 -6) * (chlorides)0.95
= 1 + (1.9 * 10 -6) *(20,000)0.95
= 1.02
Corrected Solids = 1.0 - 0.80 - 0.03 = 0.17 or 17 %
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Solids Analysis
b). Calculate the ASG by material balance:
V1D1 + V2D2 + V3D3 = VFDF
(8.33)(1.023)(0.80) + (8.33)(.84)(0.03) + (8.33)(0.17)(ASG) = 1(11.9)
6.79 + 0.21 + 1.44 (ASG) = 11.9
ASG = 3.40
c). HGS + LGS = Total Solids
If X = LGS, then (0.17 - X) = HGS
(4.2)(0.17 - X) + (2.6)(X) = (ASG)(0.17)
0.71 - (4.2)(X) + (2.6)(X) = (3.44)(0.17)
1.6(X) = 0.13
X = 0.086 or 9 % LGS
0.17 - 0.084 = 8 % HGS
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Solids Analysis
d). Lb/bbl LGS = (% LGS)(2.6)(8.33)(42)
= (0.086)(2.6)(8.33)(42)
= 78.23 lb/bbl
Lb/bbl HGS = (%HGS)(4.2)(8.33)(42)
= (0.084)(4.2)(8.33)(42)
= 123.4 lb/bbl
e). % Bentonite = (MBT - % LGS) / 8
= (27 - 9)/8
= 2.25 %
f). % DS = % LGS - % Bentonite
= 9 - 2.25
= 6.75 %
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Solids Analysis
g). lb/bbl Bentonite = (9)(% Bentonite)
= (9)(2.25)
= 20.3 lb/bbl Bentonite
lb/bbl DS = (9)(% DS)
= (9)(6.75)
= 60.7 lb/bbl DS
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Loss of Overbalance - Lost Returns
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Hydrocyclone Evaluation