Example 1

A formulation of a suspension composition of the type in the present disclosure for 1000 gram fluid is listed in Table 1 below. The suspension composition was prepared and used in Examples 1 and 2.

TABLE 1
Suspension Composition
ComponentAmount (g)
Crosslinked guar gum100.00
Monoethylene glycol (MEG)898.80
Suspension Viscosifier1.20

The suspension composition was firstly used in stability tests. The suspension composition was kept static in a standing 25 ml measuring cylinder to observe mixture stability.

After 21 days from preparation, density of the suspension composition was checked from top, middle and bottom portion of the suspension composition and shown in Table 2.

TABLE 2
Density across different portions
DensitySpecific
Section(lbm/gal)gravity (SG)
Top portion9.561.146
Middle portion9.551.144
Bottom portion9.561.146

As shown in FIG. 9, after 28 days from preparation, there was no visible separation of the suspension composition and the suspension composition was pourable. The results show that suspension composition was stable and uniformly dispersed throughout the suspension composition.

Physical properties were measured for the suspension composition and shown in Table 3 below.

TABLE 3
Physical properties
FormLiquid
AppearanceYellow fluid
wt. % Solids10
pH (1% suspension 7-8
composition in water)
Brookfield viscosity (cP)*100-400
SG1.145
Density (lbm/gal)9.555
*B1, 75° F., 100 rpm

Example 2

Wellbore servicing fluids were prepared using a dry powder suspending agent or the suspension composition in Example 1. Test conditions and formulas of the wellbore servicing fluids are listed in Tables 4 and 5. The amounts of the cement blend composition are based on the total weight of the cement blend. The amount of the dry powder suspending agent is based on the total weight of the cement blend, while the dry powder suspending agent is not a part of the cement blend. Both of the wellbore servicing fluids had a density of 14.60 lbm/gal and a specific gravity of 1.75. The amount of the dry powder suspending agent in wellbore servicing fluid 1 (WSF1) was 1.3 g per 600 ml WSF1, which was equivalent to the amount of the crosslinked guar gum in wellbore servicing fluid 2 (WSF2).

TABLE 4
Test conditions
Bottomhole circulating 129° F.
temperature (BHCT)
Bottomhole static 168° F.
temperature (BHST)
Heating Time  60 min
Pressure5000 psi 

TABLE 5
Wellbore servicing fluids, 14.6 lbm/gal
Mixing
DescriptionUnitWSF1WSF2procedure
Cement Blend Composition
Cementitious materialwt. %98.0498.04PB
Expansion agentwt. % 1.96 1.96PB
Other Materials
Dry powder suspending%  0.20PH
agentBWOB
Suspension compositionL/100 kg 1.76PH
DefoamerL/100 kg 0.09 0.09PH
RetarderL/100 kg 1.00 1.00PH
Fluid loss control agentL/100 kg 7.70 7.70PH
Free fluid control additiveL/100 kg 3.60 3.60PH
WaterL/100 kg48.6747.30
BWOB: By Weight of Cement Blend
PB: Pre-blend (added to the cementitious material as a part of the cement blend)
PH: Pre-hydrate (added to water before adding the cement blend)

Table 6 below shows 24 hr sonic compressive strength is lower in WSF2 compared to WSF1, however other properties are comparable.

TABLE 6
Performance comparison
Performance TestsWSF1WSF2
Mixability rating (0-5), 0 is not mixable44
Free Fluid, 45 degree inclination 00
angle (%)
API Fluid loss (ml/30 min)4438
API Static Gel Strength (10 sec/10 min)1/92/16
Thickening Time, 70 Bc (hh:mm)07:5007:00
50 psi UCA Compressive Strength 10:1510:26
(hh:mm)
500 psi UCA Compressive Strength 13:4015:05
(hh:mm)
24 hr UCA Compressive Strength (psig)1253956

Table 7 shows that the rheology data measured by a Fann® Model 35 viscometer for WSF 1 and WSF 2 are comparable.

TABLE 7
FANN ® 35 Rheology Data
68° F.129º F.190º F.
RPMWSF1WSF2WSF1WSF2WSF1WSF2
3112345
6223557
308711141622
60131319232635
100212128333648
200383948556076
3005355667580102

Further, WSF1 and WSF2 were cured at 168° F./5.000 psig for 7 days and then tested for mechanical properties. The results are in Table 8 below.

TABLE 8
Mechanical properties
TestsWSF1WSF2
Crush Compressive Strength (psig)35823926
Std. Dev. (psig)7643
Young's Modulus (Mpsig)0.8900.954
Std. Dev. (Mpsig)0.0140.015
Brazilian Tensile Strength (psig)464472
Std. Dev. (psig)1354

The experiments demonstrate the following. 7 days curing data shows there was no adverse effect of the use of the suspension composition on mechanical properties of set cement. UCA Compressive Strength shows a slight delay in strength development for WSF2. Regarding to other slurry properties such as mixability, free fluid, rheology, gel strength, and fluid loss, there was no adverse effect of the use of the suspension composition by comparing WSF1 and WSF2.

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