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STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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Drilling Muds and Completion Fluids 669<br />

many formations represent a significant advance over dispersed non-inhibited<br />

types of fluids. Inhibition is sought through three mechanisms: addition of<br />

calcium (lime, gypsum), addition of salt, and addition of polymer.<br />

Lime Muds<br />

Lime muds are muds treated with caustic soda, an organic thinner, hydrated<br />

lime, and, for low filtrate loss, an organic colloid. This treatment results in muds<br />

having a pH of 11.8 or higher, with 3 to 20 ppm of calcium ions in the filtrate.<br />

Lime-treated muds exhibit low viscosity, low gels, good suspension of weighting<br />

material, ease of control at mud weights up to 20 lb/gal, tolerance to relatively<br />

large concentrations of flocculating salts, and easily maintained low filtration<br />

rates. One of the most important economic advantages of lime-treated mud is<br />

its ability to carry large concentrations of clay solids at lower viscosities than<br />

other types of mud. Except for a tendency to solidify under conditions of high<br />

bottomhole temperatures, lime-treated muds are well suited for deep drilling and<br />

for maintaining high weight muds. Pilot tests can be made on the mud to<br />

determine if the tendency to solidify exists; if so, solidification can be inhibited<br />

by chemical treatment for periods of time sufficient to allow normal drilling<br />

and testing activities. A lime-treated mud that exhibits a tendency to solidify<br />

should not be left in the casing-tubing annulus when the well is completed.<br />

Lime-treated muds are prepared from freshwater drilling muds. The conversion<br />

should be made inside the basing. The initial step in conversion of freshwater mud<br />

to a lime mud involves dilution of the mud with water to reduce the clay solids<br />

content to avoid excessive mud viscosity (breakover). The recommended sequence<br />

of material addition is<br />

a. Dilution water: 10-25% by volume<br />

b. Thinner: 2 lb/bbl<br />

c. Caustic soda: 2-3 lb/bbl<br />

d. Lime: 4-8 lb/bbl<br />

e. Thinner: 1 Ib/bbl<br />

f. Filtration control agent: 1-3 lb/bbl<br />

The maintenance of lime-treated muds consists of monitoring the calcium content,<br />

Le., the proper lime solubility. Since the lime solubility is controlled by the amount<br />

of caustic soda present in the mud, the proper alkalinity determination is of great<br />

importance. The recommended value of Pf is 5 to 8, and it is maintained with caustic<br />

soda; the recommended value of Pm is 25 to 40, and it is maintained with excess<br />

lime. The amount of excess lime should be from 5 to 8 lb/bbl.<br />

The limitation of lime-treated mud is solidification at bottomhole temperatures<br />

higher than 250°F. Low lime mud was designed to minimize this tendency toward<br />

solidification and can be used at bottomhole temperatures as high as 350°F. In<br />

low lime mud, the total concentration of caustic soda and of lime is reduced.<br />

The recommended P, is from 1 to 3, and the recommended Pm is from 10 to<br />

15; the excess lime should be from 2 to 4 lb/bbl.<br />

Gypsum-Treated Muds<br />

Gypsum-treated muds have proved useful for drilling anhydride and gypsum,<br />

especially where these formations are interbedded with salt and shale. The<br />

treatment consists of conditioning the base mud with plaster (commercial<br />

calcium sulfate) before the anhydride or gypsum formation is penetrated. By

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