Fluoroline | Print |
Fluoroline Cement Lining is an effective corrosion prevention system with excellent temperature characteristics (350° F) for CO2 and secondary recovery applications.

Quick Facts

  • Acid resistance
  • Economy and long life
  • For brine and CO2 injection lines

Recommended Services

  • C02 injection - WAG
  • Bring injection (water flood, disposal)

Benefits

  • Long service life
  • Low cost
  • Acid resistance
  • Good for reconditioning pipe

Characteristics

  • Fluorolined Portland cement
  • No pressure limits
  • Temperature: 350°F

Fluoroline cement lining has been used to protect against tubing corrosion for over four decandes, however in recent years, its use has increased dramatically.  An outstanding record of success in C02 applications, a proven method of joint protection, freedom to run wire line devices without damage to the lining and the ability to utilize green band class tubing (31-50% wall loss or pit penetration), are responsible for the increased utilization of cement lined tubing.

Protective Mechanism.

The protective mechanism of cement lining stems from passivation at the steel-cement contact area due to increased pH, and the long-term reaction between cement and pozzolanic materials which results in self-healing of small cracks in the lining.

Setting Depths

In down hole usage, Fluoroline is subjected to three types of stresses: torsional, internal pressure and tensional.  Of these, only tensional is of suffecient magnitude to consider.  By method of application, cement is forced into the imperfections of th steel tube, thus creating a strong mechanical bond between the two.  This bond is further strengthened by the natural expansion of a cement-pozzolan material in the presence of moisture.  Thus, locked in place, and carrying no load, the lining is subject to tensional stresses only after the elongation of the steel exceeds the modulus of the cement (1.564 x 106).  Beyond this point cracks do occur - their number and width being in direct relation to the load.  However, by calculations, laboratory tests and numberous field installations, it has been demonstrated that the lining remains tightly bonded as long as these cracks do not exceed two mils in width.  Further, it has been established that self-healing will quickly mend breaks of such width.  With reference to the following chart it becomes evident that the actual setting depth of Fluoroline is determined by the grade of steel selected.

Fracture width corresponding to setting depth*

Tubing Size
O.D.
Tubing Wall
Thickness
Lined Weight
Per Foot
Steel Depth
(S.F. = 1.8)
Steel
Grade
Width of Fracture
(in mils)
2 3/8 .190"  5.55#  5,200
7,100
10,400
H
J
N
.73
1.00
1.47
 2 7/8"
.217"
7.55
5,300
7,300
10,600
H
J
N
.73
1.02
1.47
3 1/2"
.254"
10.85
5,300
7,300
10,600
H
J
N
.73
1.01
1.47
4 1/2"
.271"
15.16
5,200
7,200
10,500
H
J
N
.73
1.01
1.48

*API recommended setting depths for bare tubing

 
 
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