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BAKER HUGHES - Drilling Fluids Reference Manual

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Water Based <strong>Drilling</strong> <strong>Fluids</strong><br />

lb m /bbl Lime = .26( P m – F 1 P f )<br />

where,<br />

F l = percent retort water, or can be estimated by,<br />

lb<br />

m /bbl excess Lime<br />

=<br />

P m – P f<br />

-----------<br />

4<br />

5. Fluid loss control should be maintained with CMC, BIO-LOSE, and MILSTARCH, as<br />

needed.<br />

6. Solids concentration should be kept at a minimum; otherwise, the additions of lime and<br />

fluid loss control materials such as starch or CMC cause undue increases in flow<br />

properties and gel strengths.<br />

7. Small additions of MILGEL to maintain proper colloidal distribution in the lime fluid is<br />

often necessary for maximum filtration control.<br />

8. Lime fluids are considered to be ideal rheological condition when they possess zero initial<br />

and 10-minute gels and when lime additions do not cause flow property increases. Flow<br />

properties are easily controlled under normal conditions with sufficient amounts of water<br />

and/or chemicals.<br />

Treatment of Contamination in Lime <strong>Fluids</strong><br />

1. Salt – Lime fluids will tolerate salt contamination up to 50,000 mg/L if the fluid is in<br />

proper condition. Since an increase in salt increases the solubility of the calcium ion, the<br />

lime fluid should be treated with large concentrations of caustic soda to maintain a high P f<br />

which will limit the level of soluble calcium. UNI-CAL should be added as needed to<br />

control the rheological properties during salt contamination.<br />

2. Gypsum and Anhydrite – Under normal conditions, drilling of gypsum or anhydrite has<br />

little or no effect on a properly-treated lime fluid. However, when large quantities are<br />

drilled, the lime fluid may exhibit increases in flow properties and gel strengths, as well as<br />

increased API Filtrate. Caustic soda can be used as a pretreatment or a post-treatment to<br />

maintain the P f at the desired level. Lime additions are not necessary when gypsum is<br />

encountered until the P m begins to decrease. UNI-CAL should be added to the fluid to<br />

help restore and maintain flow properties. MIL-PAC, MILSTARCH, BIO-LOSE, or CMC<br />

should be used for filtrate control depending upon the severity of the contamination.<br />

3. Cement – Cement has very little effect on properly-conditioned lime fluids. If the solids<br />

content is in balance and sufficient UNI-CAL has been added to the fluid, little or no<br />

change will occur. However, when large quantities are drilled, the fluid alkalinity<br />

increases and calculates out as additional excess lime. This is not normally detrimental<br />

unless the cement concentration becomes so high that the total solids content is increased,<br />

in which case proper use of solids control equipment is necessary.<br />

4. Temperature – High-temperature gelation and solidification is a major problem with lime<br />

fluids. Higher alkalinity along with high-lime content of this system causes it to be more<br />

difficult to control when subjected to excessive temperature. Depending upon the<br />

concentration of low specific gravity solids and the amount of excess lime and alkalinity,<br />

solidification may occur at a temperature as low as 275°F. The degree of gelation or<br />

solidification depends upon the concentration of solids, alkalinity of the fluid, and amount<br />

<strong>Reference</strong> <strong>Manual</strong><br />

Baker Hughes <strong>Drilling</strong> <strong>Fluids</strong><br />

3-42 Revised 2006

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