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

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24 API STANDARD 65-2<br />

<str<strong>on</strong>g>The</str<strong>on</strong>g> informati<strong>on</strong> entered into the computer simulati<strong>on</strong> should be as accurate as possible. This informati<strong>on</strong> should<br />

include drilling fluid, spacer, and slurry rheologies, anticipated pump rates, temperature, caliper log informati<strong>on</strong> (if<br />

available), survey data (if available), well architecture, fracture and pore pressures and hardware c<strong>on</strong>figurati<strong>on</strong>.<br />

5.6.5.9 Foamed Cement Modeling<br />

Engineering software should be used in the design and placement of foamed cement. Foamed cement design<br />

software is normally incorporated into the cementing service providers’ ECD engineering programs. <str<strong>on</strong>g>The</str<strong>on</strong>g>re are two<br />

foamed cement placement methods that are comm<strong>on</strong>ly used: (1) c<strong>on</strong>stant nitrogen injecti<strong>on</strong> rate and (2) c<strong>on</strong>stant<br />

foam density. Regardless of which method is selected, variances in hole size across the foamed cement column may<br />

change the density and the downhole nitrogen volume (foam quality) from that which was designed. This density<br />

variance is more pr<strong>on</strong>ounced when using the c<strong>on</strong>stant density method.<br />

<str<strong>on</strong>g>The</str<strong>on</strong>g> c<strong>on</strong>stant nitrogen injecti<strong>on</strong> rate method calls for a single nitrogen injecti<strong>on</strong> rate (in volume of nitrogen per volume<br />

of base cement) to be added to the base cement at surface. This produces a variable foamed cement density<br />

downhole owing to the effects of temperature and pressure. <str<strong>on</strong>g>The</str<strong>on</strong>g> target foamed cement density used for the design<br />

will normally be found at the midpoint of the foamed cement column in the annulus.<br />

When using the c<strong>on</strong>stant nitrogen injecti<strong>on</strong> rate technique there are two points to be c<strong>on</strong>sidered.<br />

1) When the foamed cement is placed, the leading edge of the foamed cement, will have a density lower than the<br />

target density used for the design. This is due to the lower hydrostatic pressure and lower temperature found at<br />

the top of the foamed cement column compared to the pressure and temperature found at the mid-point of the<br />

foamed cement column (which was used to calculate the average nitrogen injecti<strong>on</strong> rate at surface). When<br />

using the c<strong>on</strong>stant nitrogen injecti<strong>on</strong> rate method the foamed cement density at the top of the foamed cement<br />

column should not cause a loss of overbalance pressure.<br />

2) When the leading edge of the foamed cement exits the casing/liner shoe and enters the annulus it will c<strong>on</strong>tain a<br />

volume of nitrogen designed for a locati<strong>on</strong> higher in the annulus (which has a lower hydrostatic pressure and a<br />

lower temperature). As such, the density of the leading edge volume of foamed cement, will be greater than the<br />

density reducti<strong>on</strong> of that same volume of foamed cement <strong>on</strong>ce in place. This produces a higher effective<br />

foamed cement density as it exits the casing/liner shoe.<br />

A sec<strong>on</strong>d placement technique, c<strong>on</strong>stant foam density, calls for the nitrogen injecti<strong>on</strong> rate at surface to be varied as a<br />

functi<strong>on</strong> of the temperature and pressure c<strong>on</strong>diti<strong>on</strong>s found at expected placement point of the foamed cement in the<br />

annulus. This produces a pseudo-c<strong>on</strong>stant foamed cement density <strong>on</strong>ce the cement is in place. This technique is<br />

performed either by c<strong>on</strong>stantly ramping or incrementally stepping up the nitrogen injecti<strong>on</strong> rate at surface.<br />

When using the c<strong>on</strong>stant density technique there are two points to be c<strong>on</strong>sidered.<br />

1) <str<strong>on</strong>g>The</str<strong>on</strong>g> density of the foamed cement column should be examined to ensure that it does not cause a loss of<br />

overbalance pressure.<br />

2) <str<strong>on</strong>g>The</str<strong>on</strong>g> density of the leading edge of the foamed cement when exiting the casing/liner shoe should be examined<br />

to ensure that ECD does not exceed the fracture gradient.<br />

An accurate cementing temperature profile for the column of foamed cement is necessary to calculate the volume of<br />

nitrogen gas injected at surface to produce a foamed cement of desired in-situ density. Temperature simulators<br />

should be used to characterize the circulating temperature profile of the well for use in the nitrogen injecti<strong>on</strong> rate<br />

calculati<strong>on</strong>.<br />

A foamed cement will generally exhibit a higher viscosity than the base fluid from which it was generated. <str<strong>on</strong>g>The</str<strong>on</strong>g> higher<br />

the nitrogen c<strong>on</strong>tent of the foamed cement (foam quality), the greater the viscosity increase of the foamed cement<br />

compared to the base cement from which it was generated. ECD models should account for this increase in foamed

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