Introduction
Water influx can also be referred to as water encroachment or aquifer influx. It can be
defined as an underground layer of water-bearing porous rock which flows out into
any available space in the reservoir rock. In this context, an aquifer is referred to as a
large pool of water body underlying a hydrocarbon accumulation in the reservoir
structure that is made up of more than one fluid arranged according to density
differences. Prior to hydrocarbon accumulation, the original system was occupied
or filled with water and during the drainage process; the migrated hydrocarbons from
the source rock displaced some of the water out of the pore space in the reservoir.
This means that majority of hydrocarbon pools discovered globally have an associated aquifer which could be a key source of energy (primary recovery) for the
hydrocarbon production once a well is drilled.
4.1.1 Classification of Aquifer Influx
Aquifer influx can be classified based on pressure maintenance, outer boundary
conditions, flow regime, flow geometry as shown in Fig. 4.1.
The classification of aquifer system as shown in Fig. 4.1, is key to understanding
and evaluation of hydrocarbon reservoirs performance. As hydrocarbon is produced
from the reservoir, the pressure of the reservoir declines (changes) and the aquifer
responds to offset the pressure decline due to fluids production, which is dependent
on the strength of the aquifer. Besides, if there is a strong support from the aquifer,
there will be a gradual decline in the reservoir pressure leading to a good hydrocarbon recovery. Also, there will be fairly steady gas-oil ratio during the life of the
reservoir with excessive water production in shallow wells.
Consequently, in evaluating the performance of hydrocarbon reservoirs, we need
to accurately determine the amount of water encroaching into the reservoir whose
value is dependent on the water viscosity, the permeability of the rock in the aquifer
and the cross-sectional area between the water zone and the region where the
hydrocarbon is accumulated
Aquifer Models
There are several analytical aquifer models presented in the past to estimate the
amount of water encroaching into hydrocarbon reservoirs and some of these models
are briefly presented below. The aquifer analytical models make use of simplified
assumptions that do not consider the heterogeneous nature of the reservoir but a
relatively homogeneous reservoir which has deterred the ideal comparison that is
adopted in the analytical solutions. But when the equations are accurately
discretization, they are relatively easy to program in computer spreadsheets with
the exception of the Van Everdingen & Hurst, whose model does not demand much
computer power.
4.2.1 Pot Aquifer Model
This method is one the simplest model for estimating the amount of water
encroaching into hydrocarbon reservoirs. Mathematically, it is given as
Schilthuis ModelSchilthuis (1936) was the first to develop useful expressions for calculating water
influx in a hydrocarbon reservoir. His steady-state expression is given by:
Hurst Modified Steady-State Model
Analysis of water expansion into a hydrocarbon reservoir indicates that water influx
should often be an unsteady-state process. Hence, the Hurst modified steady-state
eq. (1958) should give better results. The equation is:
Van Everdingen & Hurst Model
Van Everdingen & Hurst method of calculating water influx requires the principle of
superposition which is a tedious exercise, but it provides an exact solution to the
radial diffusivity equation and can be applied at the early stage. To abate the
intricacy of water influx calculations, Carter and Tracy (1960) proposed a direct
water influx calculation technique that does not require superposition. The primary
difference between Carter-Tracy and Van Everdingen & Hurst techniques is that the
former assumes constant water influx rates over each finite time interval. Hence, the
cumulative water influx at any time “tn” can be calculated directly from previous
values obtained at tn-1.
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