Mr. Erik Milito - The House Committee on Natural Resources ...

ISOLATING POTENTIAL FLOW ZONES DURING WELL CONSTRUCTION 17
— Hydrostatic pressure calculations shall be performed and results considered prior to commencing any operation
that will result in a change in hydrostatic pressure in the wellbore.
4.6.3 WOC Guidelines Prior to Removing a Temporary Barrier Element
If no potential flow zone(s) exist or if alternate physical barrier elements are in place, subsequent operations may
commence without WOC, if regulations allow.
If design and operational parameters indicate isolation of potential flow zones, cement shall be considered a physical
barrier element only when it has attained a minimum of 50 psi compressive or sonic strength. <strong>The</strong> 50 psi compressive
or sonic strength threshold exceeds the minimum static gel strength value needed to prevent fluid influx. Local
regulations shall be adhered to with regards to WOC. However, caution should be exercised when the specified
WOC time is less than the time required for the cement to reach a strength of 50 psi.
Laboratory tests, conducted under simulated downhole temperature and pressure conditions (within the limits of the
laboratory equipment) with representative cement, additives and mix water shall indicate the sustained development
of 50 psi compressive or sonic strength. Care should be taken that sonic strength continues to develop following the
cement slurry’s initial set and that the first “Time to 50 psi” reading is not an artifact of the initial temperature and
pressure ramp used in the testing. See the example below (Figure 1) in which an initial “Time to 50 psi” is recorded in
29 minutes 30 seconds while the sustained development of 50 psi occurs in approximately 3 hrs 30 minutes.
Contingency plans to address a flow should be in place prior to initiating the removal of a temporary barrier element
after completing a cement job. This planning should include key parties involved in performing the associated
operations and specifically should include the operator, drilling contractor, and cementing contractor. <strong>The</strong> time from
the start of removing a barrier element to securing the exposed annulus shall be minimized. Waiting time can be
reduced if the operator has the required number of tested or verified barrier elements remaining in place prior to
removing the barrier element (such as a BOP), subject to local regulatory requirements.
BHST: 120
50 psi @ 0:29:30
500 psi @ 3:56:00
Compressive Strength Anomaly
Sustained Compressive Strength
Figure 1—Sonic Strength Anomaly