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Last modified
2/10/2020 11:21:23 AM
Creation date
2/10/2020 9:37:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0543397
PE
2965
FACILITY_ID
FA0012215
FACILITY_NAME
RCCI PTP
STREET_NUMBER
14253
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
19803031
CURRENT_STATUS
01
SITE_LOCATION
14253 S AIRPORT WAY
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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SYSTEMATIC DESIGN AND ANALYSIS OF STEP RATE TESTS TO <br /> 6 DETERMINE FORMATION PARTING PRESSURE SPE 16798 <br /> not surprising since the basic assumption of a <br /> stabilized shut-in (zero rate) condition prior to 1/2 <br /> the SRT is not correct for this case. Reworking the _ 4.064 q8t <br /> superposition for the case of a stabilized low Pi _ Pwf x h [—Ocpk] ............'(7) <br /> injection rate (q ) prior to the SRT will result in f t <br /> the pressure funcFion to be (p - p )/(q - q r <br /> ) <br /> instead of just q in the denominator.Thentime <br /> function is also adjusted to account for a finite which, when superposed, yields <br /> rate (q ) prior to the SRT. Data for all the steps <br /> now fa1F on a single straight line with the correct <br /> semiLog slope as shown in Fig. 18. If the reduced Pi Pwf _ 4.064 B <br /> injection rate period is not long enough for pss/ss qn xfh [�ctk <br /> to be achieved, it should be accounted for as a <br /> transient step in calculating the multirate superpo- <br /> sition time similar to the 3 hour shut-in case dis- <br /> cussed earlier. n (qj _ qj_1) )1/2 .............(8) <br /> The above cases indicate that for the multirate <br /> j-I q j-1 <br /> analysis: (i) a knowledge of p. is not required, <br /> and (ii) multirate test data can be analyzed using <br /> any pressure point as p f at the beginning of a The resulting plot is presented in Fig. 21. Data <br /> rate change, and by inc Fe the appropriate rate- for the first three preparting steps fall together. <br /> time history starting from the last pss/ss period to Fracture extension can be noted by a definite shift <br /> in data for each subsequent step. This technique <br /> the time corresponding to Pref' provides a powerful tool to determine the propaga- <br /> SRT ON A FRACTURED WELL tion pressure for fractured wells where linear flow <br /> is occurring. This also suggests that the SRT for a <br /> The analysis techniques discussed in the fractured well can be designed with shorter time <br /> preceding sections assume transient radial flow steps corresponding to the duration of the linear <br /> during the preparting steps of a SRT. For a frac- flow period. Although not shown here, Agarwal's <br /> tured well, if the time steps are not long enough, multirate equivalent time type superposition can <br /> the radial flow assumption is obviously violated. also be applied to the Linear flow equation. <br /> To investigate the proper analysis method for such a Similar requirements and limitations for the appli- <br /> test on a fractured well, a six-step SRT with no cability of linear flow muLtirate analysis are <br /> wellbore storage was simulated. A fracture half expected to apply as was discussed earlier for the <br /> Length, xf, of 130 Et was kept constant for the radial flow multirate analysis. <br /> first three steps representing steps below the frac- For wells with low Finite conductivity frac- <br /> ture propagation pressure. The xE was then Y <br /> increased to 140 ft, 160 ft and 175 ft at the begin- tures, a plot of the Linear flow superposition <br /> ning of the fourth, fifth and sixth steps, respec- method applied to SAT data, may also exhibit a shift <br /> tively, to approximately simulate fracture in data corresponding to an increase in fracture <br /> extension. The fracture was of infinite conduc- width (fracture opening). This is due to the <br /> tivity (F >500) throughout the simulation run. The increased fracture conductivity. In this situation, <br /> time step <br /> Csize was just long enough for data to be it may not be possible to distinguish the fracture <br /> in a linear-pseudo radial transition flow regime. width effects (fracture opening above closure pres- <br /> sure) from the fracture propagation effects (frac- <br /> Fig. 19 is the p vs. q plot of the simulated ture propagation above FPP). It appears that a <br /> SRT. A reduction in slope, corresponding to frac- bilinear flow13 superposition method may be prefer- <br /> ture extension from the fourth step onward, is not able to use for wells with loo finite conductivity <br /> clearly evident on this plot. This suggests that fractures. However, this aspect has not been <br /> the conventional p vs. q analysis may not be ade- included in this paper. <br /> quate for determining the true parting (propagation) FIELD EXAMPLES <br /> for wells with long preexisting fractures. <br /> Fig. 20 is the conventional Odeh and Jones plot 1. Field Example A <br /> for the simulated case. Data for each step have the This illustrates the analysis of a SRT influ- <br /> characteristic concave upward loshape enced by wellbore storage and changing storage. The <br /> resulting from early time lineaarr flow. <br /> . Late time well was shut-in prior to the SRT and the bottomhole <br /> data for the first four steps £tens together. There pressure was allowed to stabilize. Wellbore fillu <br /> is some evidence of fracture extension far steps P <br /> five and six, reflected by a slight shift in data occurred during the third step. A Log-log plot of <br /> points for these steps. However, it appears that AP vs cumulative water injected (Fig. 22) indicates <br /> the muLtirate analysis using radial flow superposi- that all data points until the middle of the third <br /> tion also may not be adequate for determining the step are dominated by wellbore storage. The rapid <br /> parting pressure in such cases. rise in pressure during the third step is simulta- <br /> neous with wellbore fillup and is caused by a <br /> The data was reanalyzed by performing an Odeh changing wellbore storage. <br /> and Jones typemultiple rate superposition using the <br /> linear flow equation: Data for the initial storage and changing <br /> storage dominated steps 1, 2 and 3 show a concave <br /> upward curvature on the p vs. q plot (Fig. 23). A <br /> 496 <br />
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