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STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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694 Drilling and Well Completions<br />

Table 4-57<br />

Specific Gravity of Liquids and Solids in Mud [29]<br />

Material<br />

Anhydrite<br />

Barite"<br />

Calcite<br />

Chlorite<br />

Dolomite<br />

Galena<br />

Gypsum<br />

Hematite<br />

Illite<br />

Lignite<br />

Limestone<br />

Montmorillonite<br />

Pyrite<br />

Quartz<br />

Sodium Chloride<br />

Sulfur<br />

Water<br />

'Chemically pure<br />

Specific<br />

Gravity'<br />

2.95<br />

4.45<br />

2.71<br />

2.71<br />

2.85<br />

7.50<br />

2.32<br />

5.26<br />

2.84<br />

1.10<br />

2.69<br />

2.35<br />

5.06<br />

2.65<br />

2.1 65<br />

1.96<br />

1 .oo<br />

Composition<br />

NaCl<br />

Solids in Unweighted Muds<br />

Solids in unweighted muds include viscosifers and drilled solids. The most<br />

expensive portion of unweighted muds are the liquids and colloidals. The<br />

main concern in unweighted muds is to keep mud weight as low as possible<br />

and to maintain flow properties. Thus, viscosifers are added as needed<br />

to unweighted muds to control filtration, to suspend solids, and to provide<br />

the properties necessary to clean the borehole. The detrimental solids in<br />

unweighted muds are those of ultrafine size and larger, produced by the<br />

bit. It is essential to have a good solids removal system to prevent solids<br />

dispersion and mud density buildup. Size and range of solids in unweighted<br />

muds are shown in Figure 4-117 [29].<br />

Solids in Weighted Muds<br />

Solids in weighted muds consist of viscosifers, weighting material, and drilled<br />

cuttings. The most expensive portion of weighted mud is the weighting material.<br />

The main problem related to solids control is the prevention of viscosity increase<br />

caused by accumulation of colloidal drilled solids. Chemical treatment can be<br />

used initially to control this viscosity, but it becomes ineffective as colloidal<br />

solids in the mud increases. Eventually, mud dilution and mechanical removal<br />

of solids are needed. The size range of solids in a weighted mud is illustrated<br />

in Figure 4-118 [29].<br />

Figure 4-119 through 4-122 can be used to evaluate the extent of drilled solids<br />

contamination [25].

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