Chapter 2 Mud Properties & Measurements Flashcards

1
Q

How to measure Mud Properties?

A
  • Basic Tests, Chemical Tests
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2
Q

Basic Tests - to measure what?

A
  • Density
  • Rheology
  • Filtration
  • Solid Concentration
  • % LGS - unwanted drill solids
  • % HGS - weighting material concentration (barite)
  • % sans content (we want low %)
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3
Q

Chemical Tests - test what?

A
  • pH (hydrogen)
  • Alkalinities (Hydroxides & carbonates)
  • Total hardness - Ca & Mg ions
  • Total Chloride ions
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4
Q

Weight Up Formula

A

= 1470 x (W2 - W1) / 35 - W2
=____ lb/bbl of barite required

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5
Q

What is Mud Viscosity?

A
  • Viscosity is the resistance of the fluid to flow
  • Viscosity is required in addition to flow rate to clean the hole
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6
Q

4 types to look into Viscosity

A
  • Funnel Viscosity (FV)
  • Plastic Viscosity (PV)
  • Yield Point (YP)
  • Low Shear Rate Viscosity (LSRV)
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7
Q

Instruments to measure Mud Viscosity

A
  • Marsh Funnel
  • Fann Viscosmeter
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8
Q

How to calibrate Marsh Funnel

A
  • use SW
  • it takes 26 second o filtrate out SW from Marsh Funnel
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9
Q

Fann Viscometer

A
  • All the readings must be done at 120 deg Fahrenheit (Std temperature for viscosity reading)
  • High temperature, viscosity low
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10
Q

What is Plastic Viscosity (PV)?

A

PV is a viscosity that is due to concentration of solids

PV (cps) = 600Q - 300Q

PV affects ECD - High PV, High ECD

To reduce PV, reduce solids

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11
Q

What is Yield point (YP)?

A

YP is the viscosity due to the chemical attraction between the particles

YP=300Q - PV

YP can be affected by intentional solids - XC polymer, bentonite, contaminants

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12
Q

Low Shear Rate Viscosity (LSRV)

A
  • LSRV at 6 rpm & 3 rpm reading best represent the viscosity required in the annulus
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13
Q

What is Gel Strength?

A
  • Gel strength is the increase of viscosity at zero shear rate
  • it is the measure of the attractive forces under static conditions
  • It is measured by taking the 3rpm reading from fann viscometer after the mud is static for 10s,10mins,30mins
  • Ability to suspend the cuttings.
  • Flat gel is desired - less force needed to break the mud
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14
Q

What is the effect of LOW viscosity?

A
  • poor hole cleaning*
  • overloading of the annulus increasing the hydrostatic*
  • Increased erosion if the fluid is in turbulent flow
  • barite sag or settlement*
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15
Q

What is the effect of EXCESSIVE viscosities?

A
  • Increased pump pressure
  • Increased the risk of swabbing & surging the hole
  • loss of mud at the shaker
  • increased risk of fracturing the fm, especially with high gel strength
  • poor mud removal for cementing ops
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16
Q

What is Filtration?

A
  • It is the loss of FILTRATE to a porous & permeable fm
  • Occurs when the hydrostatic pressure > fm pressure, and there are adequate solids in the mud to form a filter cake
  • Filtrate invasion ensure adequate FE, maintain wellbore stability & minimize reservoir damage
  • Adequate filter cake will seal permeable fms & facilitate cementing & completion
  • Solids in the mud usually forms as a filter cake which prevents excessive fluid loss
17
Q

A quality filter cake should be:

A
  • thin
  • low permeability
  • have low friction coefficient
18
Q

Flocculated Filter Cake

A
  • have spaces in bentonite layer. This allows filtrate to penetrate further
  • Filtration invasion will be higher which lead to fm damage
  • Filter cake will be too thick which lead to differential sticking
  • Hence, add bridging materials/solids

*need to determine the bridging material size to minimize filtrate invasion

19
Q

2 types of Filtrations

A
  • Static filtration
  • Dynamic filtration
20
Q

Explain what is Static Filtration

A
  • Occurs when the mud is not circulating
  • cake thickness increases with time
  • rate of filtration decreases with time
  • static cake is thicker than dynamic cake

*Spurt loss= the vol of fluid that gets through the fm before filter cake is formed