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

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30 API STANDARD 65-2<br />

it will be with foamed cement prepared under atmospheric pressure in the laboratory. Foamed cement prepared<br />

under atmospheric pressure cannot be tested in pressurized laboratory equipment. This is because the volume of<br />

slurry prepared at atmospheric pressure will significantly decrease when pressurized in lab equipment. For example,<br />

a foamed cement with 20 % by volume nitrogen prepared at atmospheric pressure will undergo an approximately 75<br />

fold decrease in nitrogen volume when placed under 1000 psi of pressure.<br />

Since the gas used in foamed cement is inert the rate of cement hydrati<strong>on</strong> does not change. This means that the<br />

thickening time is not affected and thickening time tests should be performed in a standard HTHP c<strong>on</strong>sistometer <strong>on</strong><br />

the base slurry. <str<strong>on</strong>g>The</str<strong>on</strong>g> surfactants and stabilizers as well as any other additives should be added to the base slurry<br />

because they will affect the thickening time.<br />

<str<strong>on</strong>g>The</str<strong>on</strong>g> time required for foamed cement to begin to develop strength is also unaffected by the additi<strong>on</strong> of an inert gas but<br />

the magnitude of the strength will be lower. Compressive strength of foamed cement is normally performed by<br />

crushing specimens of the cement after they have been cured in a sealed curing vessel submerged in a water bath at<br />

atmospheric pressure. Studies with specialized equipment have shown that the compressive strength of foamed<br />

cement generated and cured under pressure is generally higher than the compressive strength of samples generated<br />

and cured under atmospheric pressure.<br />

Even though the chemistry of the base slurry remains unchanged, many slurry properties such as fluid loss and<br />

rheology will be altered due to the compressible nature of a multi-phase fluid. Compressible fluids like foamed cement<br />

have a lower inherent rate of fluid loss than the base slurry from which they were prepared because as differential<br />

pressure is applied across a porous media the gas bubbles will compress more readily than the water can be forced<br />

from the base cement slurry. Specialized test equipment can be built to measure the fluid loss of foamed cement<br />

slurries but generally the fluid loss of the base slurry is used as the design criteria.<br />

<str<strong>on</strong>g>The</str<strong>on</strong>g> rheology of foamed cement is difficult to characterize but in general it can be c<strong>on</strong>sidered to be higher than the<br />

rheology of the base slurry. Measuring the rheology of foamed cement <strong>on</strong> a rotati<strong>on</strong>al viscometer will give err<strong>on</strong>eous<br />

results. <str<strong>on</strong>g>The</str<strong>on</strong>g> rheology of the base slurry can be measured and correlati<strong>on</strong>s can be applied to estimate the rheology of<br />

the foam.<br />

<str<strong>on</strong>g>The</str<strong>on</strong>g> stability of foamed cement is <strong>on</strong>e of the most important parameters to evaluate. If the foam is not stable, the<br />

bubbles will begin to coalesce and migrate through the slurry. This will result in a decrease in the density of the<br />

column as the bubbles rise. It will also cause the set cement to have an unacceptably high permeability and a very<br />

low compressive strength. If the gas completely breaks out of the foamed slurry and migrates upwards it will likely<br />

result in a loss of overbalance pressure. <str<strong>on</strong>g>The</str<strong>on</strong>g> loss of the gas from the foamed cement will also result in a loss of<br />

volume and thus a lower TOC. <str<strong>on</strong>g>The</str<strong>on</strong>g> methods for evaluating the stability of both the foamed cement slurry and the set<br />

foamed cement described in API RP 10B-4/ISO 10426-4 should be followed to evaluate stability. If there is a<br />

possibility that the foamed cement could come into c<strong>on</strong>tact with other fluids in the well that could potentially<br />

destabilize it, such as NAF, additi<strong>on</strong>al stability tests simulating the c<strong>on</strong>tact should be performed.<br />

5.7.14 Cement Slurry Techniques for C<strong>on</strong>trolling Annular Flow<br />

A number of slurry design methods have been developed to c<strong>on</strong>trol annular gas flow. <str<strong>on</strong>g>The</str<strong>on</strong>g>se methods differ<br />

fundamentally in their mechanisms of c<strong>on</strong>trol and it is up to the designer to determine that the selected method is<br />

likely to perform well in the specific applicati<strong>on</strong>. <str<strong>on</strong>g>The</str<strong>on</strong>g>se methods include compressible slurries, such as foamed<br />

cement and cement with in-situ gas generating materials, latex of certain types, systems c<strong>on</strong>taining microsilica,<br />

slurries with surfactants or polymer dispersi<strong>on</strong>s and static gel strength c<strong>on</strong>trolled slurries. Certain of these require<br />

special laboratory testing techniques.<br />

Some of these slurries and techniques are proprietary and service company design criteria should be c<strong>on</strong>sidered for<br />

their use. Simple mathematical expressi<strong>on</strong>s are sometimes used to gauge the potential for gas flow within a<br />

cemented annulus. Care should be exercised when evaluating the potential for gas flow using this type of generalized<br />

expressi<strong>on</strong>. Variati<strong>on</strong>s in wellbore diameter, the undefined hydrostatic c<strong>on</strong>tributi<strong>on</strong> of by-passed drilling fluid,<br />

uncertainty in the locati<strong>on</strong> of the top of cement and unknown degree of annular hydrostatic pressure reducti<strong>on</strong> owing

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