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BAKER HUGHES - Drilling Fluids Reference Manual

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BOREHOLE PROBLEMS<br />

20 feet per minute with a 17½ inch bit and a flow rate of 500 gal/min could result in a fluid<br />

density increase from 10.0 to 13.6 lb m /gal in the annulus. While this may be an extreme example<br />

of a fluid density increase when drilling large diameter holes at a high penetration rate, it<br />

effectively describes the situation. Remedial procedures for this problem would be (1) decrease<br />

penetration rate, (2) increase pump rate, or (3) circulate several minutes after drilling each drill<br />

pipe joint down. Real time annular pressure sensors have proven extremely useful in monitoring<br />

these conditions.<br />

Partial Loss<br />

Partial loss (25–100 bbl/hr WBM or, 10–30 bbl/hr OBM) is generally associated with coarsely<br />

permeable zones (gravel beds or vugular limestones), faulty cement jobs, and induced or existing<br />

fracturing. As noted earlier, a defective cement job is normally solved by cement squeezes. Loose<br />

to coarsely permeable and finely fractured zones may be cured by adding materials such as<br />

medium MILPLUG ® , MIL-SEAL TM , MIL-CEDAR FIBER TM , Kwik-Seal, MIL-FIBER ® ,<br />

MILFLAKE ® and SOLUFLAKE TM (acid soluble). If loss is severe, mix a concentration of lost<br />

circulation material (30 to 40 lb m /bbl of MIL-SEAL, for example) into a portion of the system<br />

and spot opposite the loss zone. After spotting this material, pull into the casing and wait six to<br />

eight hours.<br />

Another technique which has been successful with partial fluid loss is squeezing the loss zone<br />

with high filter loss slurries such as SOLU-SQUEEZE or Diaseal M. The addition of 10 to 20<br />

lb m /bbl of MIL-SEAL to this slurry will generally improve the chances of success. Mixing<br />

procedures for Diaseal M are given in Table 7-1. When applying a high fluid loss slurry, squeeze<br />

slowly (½ to 1½ bbl/min) with low squeeze pressures (50 to 100 psi). Normally, final squeeze<br />

pressures should not exceed 0.1 psi per foot of depth. Obviously, for low squeeze pressures, it is<br />

desirable to have an accurate, low-pressure gauge for reading annular pressures.<br />

<br />

Density<br />

Diaseal M<br />

MIL-BAR ® Water<br />

(lbm/gal) (lb) (sacks) (sacks)<br />

(bbl)<br />

9 50 1.00 0.0 0.87<br />

10 50 1.00 0.6 0.84<br />

11 47 0.94 1.2 0.80<br />

12 42 0.84 1.8 0.77<br />

13 38 0.76 2.3 0.74<br />

14 34 0.68 2.9 0.70<br />

15 31 0.62 3.5 0.67<br />

16 28 0.56 4.0 0.63<br />

17 25 0.50 4.6 0.60<br />

18 22 0.44 5.2 0.56<br />

Example: 100 bbl of 14 lb m /gal Diaseal M slurry required 68 sacks Diaseal M,<br />

290 sacks MIL-BAR, 70 bbl water, and MIL-PLUG if desired<br />

Table 7 - 1 Formula for Preparing One Barrel Diaseal M Weighted Slurry with Fresh Water,<br />

Bay Water, or Sea Water<br />

<strong>BAKER</strong> <strong>HUGHES</strong> DRILLING FLUIDS<br />

REFERENCE MANUAL<br />

REVISION 2006 7-24

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