INDUSTRY TRAINING TEAM BUILDING
In today's business environment more
is expected of a smaller and frequently a less experienced professional
staff. A part of the solution to this situation is training,
especially the applied, hands-on type.
Subsurface Consultants and Associates,
Inc., will be offering training sessions in Dallas, Houston and
Denver during the next three months. These sessions provide an
excellent opportunity for individuals and companies to increase
their professional knowledge, expertise and ability to accomplish
more.
POROSITY -STRUCTURE TOP MAPS
(QLT)
Frequently, structure maps are drawn
on an easily identifiable geologic marker above the pay zone
of interest. Whereas this technique provides excellent structure
maps, care needs to be taken in the placement of the reservoir
limit.
In Figure 1, three wells penetrated
and found pay in a reservoir with a water contact. The structure
map was drawn on a good geologic marker immediately above the
actual pay zone.

Where do you place the reservoir limit
for the net pay isochore map? The selection is critical to determining
the reserve potential of a reservoir, or prospect.
The trap is the tendency to use the
water contact depth on the marker map to establish the reservoir
limit. The correct approach is to use the trace of the water
contact on the porosity top which is on top of the pay section
(Figure 2). The difference in areal extent can be substantial
(Figure 3).
Always verify the basis for the placement
of the reservoir limit, especially when there is a significant
vertical distance between the top of a geologic marker which
has been mapped, and the true top of porosity . |

P/Z Plots
In the last volume of "Subsurface News" we
carried an article on a P/Z Plot for a partial water drive gas reservoir.
In that article we showed that the P/Z plot for a partial water drive
reservoir was sensitive to the rate of production (Figure 4) and actually
plotted as two straight lines. A number of readers have asked how a
partial water drive reservoir could exhibit a straight line plot of
the P/Z data, and more importantly how an evaluator can distinguish
a partial water drive reservoir from a truly volumetric reservoir.
Analysis of the field performance data indicates
that the gas production rate from the reservoir was relatively constant
during the period that the P/Z data plotted as a straight line. During
the same period, the rate of water influx was also constant in barrels
of water per day. The water influx rate had reached its maximum or
critical flow rate for the reservoir and could not respond to the rapid
decline in the reservoir pressure by supplying increased volumes of
water for the increased pressure differential.

Different techniques have been proposed
for recognizing and categorizing water drive reservoirs including:
- A convex shaped P/Z plot.
- Deviation of a Log-Log plot of pressure
loss versus cumulative gas production from a 45 degree line.
- Curved Havlena-Odeh plot.
None of these techniques work for this reservoir,
and did not replace sound and thorough reservoir evaluation. (Figures
5, 6 and 7)



When the performance data is at variance
with the valumetric data, the evaluation team needs to double check
all the data. For this particular reservoir, a water contact had been
seen on the initial well logs, the sand was thick and covered a large
area of the Gulf of Mexico, and cased-hole logs indicated a change
in the gas-water contact in a portion of the reservoir after production
was initiated.
A partial water drive was active in the
reservoir and the P/Z plot could not be used to determine the reserves
and the original gas in place.
ABNORMALLY PRESSURED GAS RESERVOIRS
Abnormally pressured gas reservoirs frequently
project out on a P/Z plot to a greater volume than the actual volume
of gas in place. An accepted rule of thumb is 2 to 1, two times projected
to actual gas in place. The cause of this phenomena is the compaction
of the reservoir rock, as the reservoir pressure is reduced with production
of the gas from the reservoir.
In the Gulf Coast region, abnormally pressured
reservoirs are frquently the result of the trapping conditions preventing
the dewatering of the formation as it is buried. If the reservoir is
an unconsolidated sand, that sand will compact with production as if
it were being buried and dewatered.
The effect of this compaction is a decrease
in porosity and permeability, and an increase in the water saturation.
The change in porosity is given by the equation.

The abnormally pressured reservoir will
exhibit a formation compressibility factor (Cf) approximately that
it would have had at the depth at which dewatering ceased. The factor
Cf is reservoir specific and varies from 200x10-6 at depths of 10,000
to 15,000 feet. With the decrease in porosity there is an associated
decrease in the absolute permeability of the reservoir rock. The magnitude
of this decrease requires special rock studies or knowledge of the
relationship between porosity and permeability for increasing overburden
pressures.
As the reservoir rock is compacted, the
water saturation in the reservoir rock increases because the reservoir
water expands and the porous volume of the reservoir decreases. As
a rsult, there is a larger volume of water filling a decreased reservoir
volume. The following equation raltes this change in water saturation.

This increase in awater saturation will
further reduce the permeability of the reservoir rock to gas.
The combined impact of decreasing permeability
and increasing water saturation explains why many abnormally presured
reservoir experience decreasing deliverability, increasing water production
and eventually sand up.
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