16. dual gradient drilling

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1 TAMU - Pemex Offshore Drilling Lesson 16 Dual Gradient Drilling

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Page 1: 16. Dual Gradient Drilling

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TAMU - PemexOffshore Drilling

Lesson 16 Dual Gradient Drilling

Page 2: 16. Dual Gradient Drilling

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Dual Gradient Drilling

What is Dual Gradient Drilling? How does it work? Why do we need it? Pore pressures and fracture gradients. Mud weights and casing programs. What about connections and trips? What about kicks?

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Subsea Mudlift Drilling or “Riserless

Drilling”Drillstring

Mud Return

Line

Pump

…sometimes called

“Dual Gradient Drilling”or

“Dual Density Drilling

Page 4: 16. Dual Gradient Drilling

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Subsea Mudlift Drilling Concept

No conventional drilling riser A separate small-diameter mud

return line from seafloor to surface

A “dual mud density” system Seawater gradient from surface to

seafloor Heavier drilling mud inside the wellbore

Page 5: 16. Dual Gradient Drilling

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Subsea Mudlift Drilling Concept

A seafloor mud pump on the return line

Pressure inside wellbore at seafloor is ~ the same as the pressure in the

ocean at seafloor

Theoretically the well is always dead

Important in case of drive-off

Page 6: 16. Dual Gradient Drilling

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Page 7: 16. Dual Gradient Drilling

7Seafloor detail of Subsea Mudlift configuration

Rotating BOP (RBOP) with Pack-Off

ConventionalAnnular BOP

ConventionalRam BOPs

Page 8: 16. Dual Gradient Drilling

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Subsea Mudlift drilling in three phases

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Effect of Increasing Water Depth

Weight of drilling riser increases with depth:

21-inch riser has an internal capacity of ~ 400 bbls/ 1,000 ft

At 10,000 ft, wt. of riser ~ 2 million lbs. and wt. of 17.1 1b/gal mud

inside riser ~ 2.7 million lbs

Page 10: 16. Dual Gradient Drilling

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Effect of Increasing Water Depth

More storage space required on drilling vessel - especially with flotation elements on the riser

A larger and more expensive drilling vessel is required

Few such vessels are available (14 EA. 4th generation?) (1996)

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What About Subsea Mudlift Drilling?

A 6” return line with ~36 bbls/1000 ft can do the job

Requires much less weight and volume for storage!

A smaller vessel can do the job. A smaller vessel can easier be upgraded

to do the job.

Page 12: 16. Dual Gradient Drilling

12ATM

“Subsea Mudlift” Drilling, in the present context, refers to drilling where mud returns DO NOT go through a conventional, large-diameter, drilling riser.

Instead the returns move from the seafloor to the surface through one or more small - diameter pipe(s) separate from the drillpipe.

A Mudlift system is used in the Return Line

What is “Subsea Mudlift” Drilling?

Page 13: 16. Dual Gradient Drilling

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Fig. 7.21 ADE

Pore pressure

gradient and fracture

gradient data for Jefferson Parish, LA.

Fracture Gradient

Pore Pressure Gradient

Equivalent Mud Density, ppg

0.5 ppg

0.5 ppg

Page 14: 16. Dual Gradient Drilling

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Page 15: 16. Dual Gradient Drilling

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Casing Setting Depths

based on pore pressure grad.,

fracture grad. and mud wt.

5,000 ft water

0.5 ppg kick tolerance

Mud Weight (Gradient), ppg

Page 16: 16. Dual Gradient Drilling

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(?)

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Apparent Pressures in the Wellbore

0

5,000

10,000

15,000

20,000

25,000

30,000

35,000

8.00 9.00 10.00 11.00 12.00 13.00 14.00

Equivalent mud density, ppg

Ver

tica

l Dep

th,

ft

RISERLESSMud Weight = 15.5 lb/gal

RISERLESSSeawater Density = 8.6 lb/gal

CONVENTIONALMud Weight = 13.2 lb/gal

0 5,000 10,000 15,000 20,000 25,000

SEAWATER8.6 lb/gal

CONVENTIONAL8.6 lb/gal

RISERLESS15.5 lb/gal

Wellbore Pressure, psi

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Apparent Pressures in the Wellbore

0

5,000

10,000

15,000

20,000

25,000

30,000

35,000

8.00 9.00 10.00 11.00 12.00 13.00 14.00

Equivalent mud density, ppg

Ver

tica

l Dep

th,

ft

RISERLESSMud Weight = 15.5 lb/gal

RISERLESSSeawater Density = 8.6 lb/gal

CONVENTIONALMud Weight = 13.2 lb/gal

8 9 10 11 12 13 14

SEAWATER8.6 lb/gal

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Page 21: 16. Dual Gradient Drilling

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Gas Lift?Glass Beads?

How to HandleConnections?Trips?

Gas Lift?Glass Beads?

Rotating BOP

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Typical Overburden

Pressure grad.vs. Depth

Ref: “Fracture gradient prediction for the new generation,” by B.A. Eaton and T.L. Eaton. World Oil, October 1997.

Page 23: 16. Dual Gradient Drilling

23ATM

Conventional Riser Drilling - Static Wellbore Pressures

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

DE

PT

H

MUD HYDROSTATIC

BOP

FLOATER

DRILLING RISER

CHOKE LINE

Page 24: 16. Dual Gradient Drilling

24ATM

Conventional Riser Drilling - Wellbore Pressures

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DE

PT

HSTATIC PRESSURE

CIRCULATING PRESSURE

PBIT

BOP

FLOATER

Page 25: 16. Dual Gradient Drilling

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MUDLIFTBOP

Subsea Mudlift Drilling System

SEAFLOOR

~SEAWATER HYDROSTATIC

PRESSURE

FLOATER

30,000’

10,000’

BASE CASE

Circulation Rate 650 gpm

Drillpipe OD 6 5/8 in

Return Line ID 6 in

Hole Size 12 1/4 in

Page 26: 16. Dual Gradient Drilling

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Alternate SMD Configuration- Wellbore Pressures

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DE

PT

H

MUD HYDROSTATIC

PRESSURE SMD

MUD HYDROSTATIC

PRESSURE Conventional

BOP

FLOATER

RISER

CHOKE LINE

SMD

Page 27: 16. Dual Gradient Drilling

27

Static Wellbore Pressures

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

MUD HYDROSTATIC

PRESSURE Subsea Mudlift

MUD HYDROSTATIC

PRESSURE Conventional

Page 28: 16. Dual Gradient Drilling

28

Static Wellbore Pressures

In a 30,000 ft well in 10,000 ft of water, the bottomhole pressure is 21,000 psig.

For conventional drilling, what is the minimum mud weight that can control this pressure?

For Subsea Mudlift drilling, what is the minimum mud weight that can control this pressure?

Page 29: 16. Dual Gradient Drilling

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Static Wellbore Pressures

P = 0.052 * MW * Depth

For conventional drilling, Minimum mud weight = 21,000/(0.052 * 30,000) = 13.5 lb/gal

Seafloor pressure = 0.052*8.6*10,000 = 4,472 psig

For Subsea Mudlift drilling, Minimum mud weight = (21,000 - 4,472)/0.052 * 20,000 = 15.9 lb/gal

Page 30: 16. Dual Gradient Drilling

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Wellbore Pressures

SEAFLOOR

FRACTURE PRESSURE

PORE PRESSURE

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

MUD HYDROSTATIC

PRESSURE Conventional

Page 31: 16. Dual Gradient Drilling

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SEAFLOOR

FRACTURE PRESSURE

PORE PRESSURE

MUD HYDROSTATIC

PRESSURE Subsea Mudlift

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

MUD HYDROSTATIC

PRESSURE Conventional

Wellbore Pressures

Page 32: 16. Dual Gradient Drilling

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Casing Requirements - Conventional

SEAFLOOR

FRACTURE PRESSURE

PORE PRESSURE

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

MUD HYDROSTATIC

PRESSURE Conventional

Page 33: 16. Dual Gradient Drilling

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Casing Requirements - Subsea Mudlift

SEAFLOOR

FRACTURE PRESSURE

PORE PRESSURE

MUD HYDROSTATIC

PRESSURE

Subsea Mudlift

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

Page 34: 16. Dual Gradient Drilling

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Pressure Considerations

SEAFLOOR

FRACTURE PRESSURE

PORE PRESSURE

MUD HYDROSTATIC

PRESSURE

Subsea Mudlift

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

MUD HYDROSTATIC

PRESSURE

ConventionalSubsea Mudlift

Page 35: 16. Dual Gradient Drilling

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Wellbore Pressures - Conventional

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DE

PT

H

STATIC PRESSURE

CIRCULATING PRESSURE

PBIT

BOP

FLOATER

Page 36: 16. Dual Gradient Drilling

36

Static Pressures- Subsea Mudlift Drilling

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DE

PT

H

ANNULUS AND RETURN LINE

BOP

FLOATER

Page 37: 16. Dual Gradient Drilling

37

Drillstring Circulating Pressures

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

CONVENTIONAL

Subsea Mudlift

PBIT

Page 38: 16. Dual Gradient Drilling

38

Annulus Circulating Pressures

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

CONVENTIONAL (13.2 lb/gal)

Subsea Mudlift (15.5 lb/gal)

PPUMP

Page 39: 16. Dual Gradient Drilling

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Circulating Pressures - Subsea Mudlift Drilling

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

ANNULUS AND RETURN LINE

DRILLSTRING PRESSURE

PBIT

PPUMP

Page 40: 16. Dual Gradient Drilling

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Pressures in the Wellbore

Transient Behavior when Stopping Pump (U-tubing or Free-fall)

How fast does the Fluid Level in the drillpipe drop?

How far does the Fluid Level drop?

Preview of Kick Detection and Well Control

Transients

Page 41: 16. Dual Gradient Drilling

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MUDLIFT

U-Tubing in Subsea Mudlift Drilling

~SEAWATER HYDROSTATIC

PRESSURE

BOP

STATIC FLUID LEVEL

FLOATER

Page 42: 16. Dual Gradient Drilling

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Static Pressures - Subsea Mudlift Drilling

SEAFLOOR

SEA WATER HYDROSTATIC

PRESSURE

PRESSURE

DEPTH

ANNULUS AND RETURN LINE

DRILLSTRING PRESSURE

Page 43: 16. Dual Gradient Drilling

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U-Tubing Rate vs. Time after Pump OFF

0

200

400

600

800

0 5 10 15 20 25 30

Elapsed Time, min

Mu

d F

low

Rate

, g

pm 3-in ID

4.276-in ID6-in ID

Page 44: 16. Dual Gradient Drilling

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Fluid Level vs. Time after Pump OFF

0

1,000

2,000

3,000

4,000

5,000

0 5 10 15 20 25 30

Elapsed Time, min

Flu

id L

evel i

n D

rillp

ipe, f

t

3-in ID 4.276-in ID6-in ID

Page 45: 16. Dual Gradient Drilling

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Kick Detection & Well Control- Review - Conventional -

Kick Indication (what is a KICK?)

Kick Detection (confirmation)

Kick containment (stop flow into well)

Circulate Kick out of hole

Increase Mud Weight in hole (if necessary)

Page 46: 16. Dual Gradient Drilling

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Circulate Kick out of hole

Keep the BHP constant throughout

Page 47: 16. Dual Gradient Drilling

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Circulate Old Mud out of hole

Keep the BHP constant throughout

Page 48: 16. Dual Gradient Drilling

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MUDLIFTBOP

Subsea Mudlift Drilling System

SEAFLOOR

~SEAWATER HYDROSTATIC

PRESSURE

FLOATER

30,000’

10,000’

KICK

Surface Pump: Constant RateMudlift: Const. Inlet Press.

Page 49: 16. Dual Gradient Drilling

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Kick Detection and Control

640

650

660

670

680

690

700

-30 -20 -10 0 10 20 30

Time, minutes

Cir

cu

lati

on

Ra

te,

ga

l/min

Kick begins

Kick Detected - - Slow down Seafloor Pump

SEAFLOOR PUMP

SURFACE PUMP

Page 50: 16. Dual Gradient Drilling

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Influx has stopped andpressures have stabilized

Kick Detection and Control

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51ATM

Kick Detection and Control

640

650

660

670

680

690

700

-30 -20 -10 0 10 20 30 40 50

Time, minutes

Cir

cu

lati

on

Ra

te, g

al/m

in

Kick begins

Kick Detected - - Slow down Seafloor Pump

SEAFLOOR PUMP

SURFACE PUMP

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52

Standpipe Pressure vs. Time

0

1,000

2,000

3,000

4,000

5,000

0 200 400 600 800

Time, minutes

Pre

ssur

e, p

si

SMD

ConventionalStart circulating kick out of hole

Kill mud enters top of drillpipe

Kill mud at bit

Page 53: 16. Dual Gradient Drilling

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Surface Choke Pressure vs. Time

0

200

400

600

800

1,000

1,200

1,400

0 100 200 300 400 500 600 700

Time, minutes

Pre

ssu

re,

psi

SIDPP

Start circulatingkick out

Top of kick at surface

Kick out of return line

Kill mud enters annulusSICP

CONVENTIONAL

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Pit Gain vs. Time

0

10

20

30

40

50

60

70

0 100 200 300 400 500 600 700

Time, minutes

Pit

Volu

me

Gai

n, b

bls SMD

Conventional

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55ATM

Pressure at the Sea Floor vs. Time

0

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

0 200 400 600 800

Time, minutes

Pre

ssu

re,

psi

Conventional

SMDStart circulating kick out

Kick at seafloor

Kill mud enters annulus

Kill mud at seafloor

Pressure at inlet to Mudlift System

Page 56: 16. Dual Gradient Drilling

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Kick Detection Method Still Valid for RD?

Pit Gain Still valid

Flow Rate Increase (Returns) Much Better

Well Flows With Pump Off Not valid … U-tubing

Fluid Fill-up on Trips More complicated ...

Increased Hook Load Still Valid

Drop in Standpipe Pressure Better

Drop in BHP - MWD Still Valid

Drilling Break Still valid

Decreased Mud Weight (Gas Cut Mud) Still valid

Page 57: 16. Dual Gradient Drilling

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Well Control Summary

Most Conventional kick detection methods are still valid

New differential flow rate method - better - use with computer monitoring

Lower standpipe pressure makes kick detection easier and faster

Conventional well control can be adapted - with modifications

Page 58: 16. Dual Gradient Drilling

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Well Control Summary cont’d

Not necessary to shut well in …

Seafloor pump controls the BHP

Surface choke pressure generally does not affect wellbore pressures

Well control training will be essential

Page 59: 16. Dual Gradient Drilling

59

General Summary

Dual Gradient Drilling is a method that offers potential for lowering drilling costs in very deep waters. (fewer casing strings, smaller rigs,

less time on location)

The method utilizes one or more small-diameter return lines from the seafloor to the surface. The drillpipe is not inside a return line.

Page 60: 16. Dual Gradient Drilling

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Summary - cont’d

A “mudlift” system is used in the return line thereby making a “dual-density” mud system possible.

Wellhead pressure is maintained at seawater hydrostatic, so well is “dead” at all times

Well control does not appear to present any serious difficulties, and is quite similar to conventional drilling with a riser.