Water Influx & Aquifer Modelling
Have Questions ?
Water Influx & Aquifer Modelling - RE-WIAM-PEA27
| Code | Date | Time | Duration | Location | Currency | Early Bird Fee Per Person |
|---|---|---|---|---|---|---|
| RE-WIAM-PEA27 | 14 - 20 Aug 2027 | 10 AM CST | 4 Hours Per Day |
Online |
USD |
4000 |
Need this for a group? We deliver the same course in-house — face-to-face at your location or online — tailored to your assets and team level. Contact info@peassociations.com.
Boost your team's skills and your budget! Enjoy group discounts for collaborative learning. Send an inquiry to info@peassociations.com.
Water Influx & Aquifer Modelling
Description
Aquifers are the least directly observed element of a reservoir system and among the most consequential. An aquifer that provides strong pressure support can raise recovery substantially and remove the need for injection, or it can drive water to the wells early and leave oil bypassed behind an unstable front. Whether an aquifer is present, how large it is, how well it communicates and how quickly it responds are questions answered indirectly, from pressure behaviour and water production, and this training covers how that is done.
The training develops aquifer characterisation first, covering geometry, size, permeability, connectivity to the reservoir and the geological evidence available for each. Influx models are then derived: the steady state model, the unsteady state solutions of van Everdingen and Hurst, the Carter-Tracy approximation and the Fetkovich pseudo-steady state model, with the conditions under which each is appropriate. Model fitting from field history is developed in detail, including the non-uniqueness that arises when aquifer parameters and in-place volume are determined simultaneously, and the additional evidence that constrains it. Water drive performance, recovery factors, residual oil in the invaded zone, coning and cusping, breakthrough prediction and water management follow. The training closes with aquifer representation in simulation models and the reservoir management decisions that depend on aquifer understanding.
Aquifer strength is usually inferred rather than measured, and the inference is made from pressure behaviour that has more than one explanation. A reservoir maintaining pressure better than depletion drive would predict may have aquifer support, or a larger in-place volume than mapped, or communication with an adjacent compartment, or a rock compressibility higher than assumed. Material balance fitting can produce an aquifer that matches the history while being physically implausible, and constraining the fit with geological evidence about where an aquifer could actually be is what separates a model from a curve fit.
Timing matters as much as size. An aquifer's response lags production because pressure must propagate through it, and the lag depends on aquifer diffusivity and geometry. A large but slow aquifer provides little support during early production and substantial support later, which produces a pressure history that a poorly chosen model will misfit. Getting the transient behaviour right matters for prediction even when the ultimate influx volume is approximately correct.
The recovery consequence cuts both ways. Water drive maintains reservoir pressure, which keeps wells flowing and avoids gas coming out of solution, and displacement by water is efficient at the pore scale. But water arriving too fast, or channelling through high permeability layers, or coning up beneath a well, leaves oil behind and imposes water handling cost that eventually ends the well's economic life. Strong aquifer support is not automatically good news.
Finally, aquifer representation in simulation is frequently the weakest part of an otherwise careful model. Analytical aquifers attached to boundary cells are simple to implement and difficult to constrain, and their parameters are often adjusted during history matching to absorb errors elsewhere in the model. A simulation whose history match depends heavily on tuned aquifer parameters is predicting on a weak foundation.
By the end of this training, participants will be able to:
- Characterise aquifer geometry, size, properties and connectivity from geological and pressure evidence
- Derive and apply steady state and unsteady state water influx models
- Select the appropriate influx model for a given aquifer geometry and time scale
- Fit aquifer models to field pressure and production history and assess non-uniqueness
- Distinguish aquifer support from alternative explanations of pressure maintenance
- Predict water drive reservoir performance and estimate recovery factor
- Analyse water coning and cusping and predict breakthrough timing
- Represent aquifers correctly in reservoir simulation models
- Design surveillance to reduce aquifer uncertainty
- Make reservoir management decisions appropriate to water drive reservoirs
Organisations sending participants to this training will:
- Improve in-place and reserves estimates by resolving aquifer contribution properly
- Improve production forecasts for water drive reservoirs and water handling requirements
- Improve well placement and completion decisions to delay water breakthrough
- Reduce facility water handling capacity errors caused by poor breakthrough prediction
- Strengthen simulation models by constraining aquifer parameters properly
- Improve reservoir management decisions in fields where aquifer support is uncertain
Participants will:
- Analyse water influx from field data and quantify aquifer support
- Recognise where aquifer fitting is non-unique and constrain it appropriately
- Predict water breakthrough and coning behaviour
- Represent aquifers defensibly in simulation models
- Interpret pressure maintenance correctly rather than assuming aquifer support
- Build a specialist capability relevant to a large proportion of producing fields
Participants will:
- Analyse water influx from field data and quantify aquifer support
- Recognise where aquifer fitting is non-unique and constrain it appropriately
- Predict water breakthrough and coning behaviour
- Represent aquifers defensibly in simulation models
- Interpret pressure maintenance correctly rather than assuming aquifer support
- Build a specialist capability relevant to a large proportion of producing fields
- Reservoir engineers working water drive and combination drive fields
- Simulation engineers building models with aquifer support
- Production engineers managing water production and well performance
- Reserves and evaluation engineers
- Geoscientists characterising aquifer geometry and connectivity
- Facilities engineers sizing water handling capacity
- Technical staff conducting field reviews and due diligence
Module 1 - Aquifers and Water Drive Systems
- Aquifer definition, occurrence and geological setting
- Edge water and bottom water drive geometries
- Aquifer size relative to reservoir and its consequence
- Aquifer permeability, porosity and compressibility
- Connectivity between aquifer and reservoir
- Evidence for aquifer presence: pressure, water production, geology, seismic
- Strong, moderate and weak water drive characteristics
- Combination drive systems with aquifer contribution
- Recognising water drive from field performance
Module 2 - Water Influx Fundamentals
- Physical basis of water influx: aquifer expansion and rock compaction
- Pressure propagation into the aquifer
- Diffusivity and aquifer response time
- Cumulative influx and influx rate
- Superposition of pressure changes at the boundary
- Aquifer flow geometry: radial, linear, bottom water
- Infinite and finite aquifer behaviour
- Aquifer influence function concept
- Relationship between influx and reservoir pressure history
Module 3 - Steady State and Simple Models
- Schilthuis steady state model and its derivation
- Applicability and limitations of the steady state assumption
- Aquifer constant determination
- Pot aquifer and small aquifer models
- Simple analytical approximations and their use in screening
- When simple models are adequate
- Worked steady state influx calculations
Module 4 - Unsteady State Models
- van Everdingen and Hurst constant terminal pressure solution
- Dimensionless time and dimensionless influx
- Radial and linear aquifer solutions
- Superposition of pressure steps and its calculation
- Carter-Tracy approximation and its advantages
- Fetkovich pseudo-steady state model and its derivation
- Aquifer productivity index and initial encroachable water
- Comparing model predictions for the same aquifer
- Selecting a model against aquifer geometry and time scale
- Worked unsteady state influx calculations
Module 5 - Aquifer Model Fitting
- Fitting aquifer parameters within material balance
- Simultaneous determination of in-place volume and aquifer parameters
- Non-uniqueness and parameter trade-off
- Diagnostic plots for aquifer identification
- Havlena-Odeh plots for water drive systems
- Cole plot and its application to gas reservoirs
- Constraining fits with geological aquifer geometry
- Constraining fits with pressure data from aquifer wells
- Distinguishing aquifer support from unmapped volume and compaction
- Sensitivity of fitted parameters to pressure data quality
- Presenting aquifer analysis with its uncertainty
Module 6 - Water Drive Performance and Recovery
- Pressure maintenance under water drive
- Recovery factor in water drive oil reservoirs
- Residual oil saturation in the water invaded zone
- Sweep efficiency under aquifer displacement
- Effect of mobility ratio on displacement stability
- Effect of heterogeneity and layering on aquifer sweep
- Water drive gas reservoirs and gas trapping
- Recovery reduction from water trapping in gas reservoirs
- Abnormally high recovery and low recovery outcomes and their causes
- Comparing water drive performance with pressure depletion
Module 7 - Coning, Cusping and Breakthrough
- Water coning mechanism in bottom water systems
- Critical rate for coning and its calculation
- Cone development and breakthrough time prediction
- Water cusping in edge water systems
- Effect of vertical permeability and anisotropy
- Standoff, perforation interval and completion effects
- Horizontal wells and their coning behaviour
- Breakthrough time prediction methods
- Post-breakthrough performance and water cut development
- Coning mitigation: rate control, completion design, downhole separation
- Water shut-off options and their effectiveness
Module 8 - Aquifer Representation in Simulation
- Numerical aquifer representation by gridded cells
- Analytical aquifer attachment to boundary cells
- Carter-Tracy and Fetkovich aquifers in simulation
- Aquifer parameter specification and its basis
- Aquifer connection to grid cells and its distribution
- Effect of aquifer representation on history match
- Risk of absorbing model error into aquifer parameters
- Validating simulation aquifer behaviour against analytical models
- Near-well gridding for coning simulation
- Prediction sensitivity to aquifer assumptions
Module 9 - Surveillance and Reservoir Management
- Surveillance to reduce aquifer uncertainty
- Pressure monitoring in aquifer and flank wells
- Water saturation monitoring and logging
- Water sampling, chemistry and source identification
- Tracers in water drive systems
- Well placement to delay breakthrough
- Completion and perforation strategy in water drive reservoirs
- Rate management and its effect on sweep
- Supplementing weak aquifers with water injection
- Water handling capacity planning from breakthrough forecasts
- Managing a water drive field through its life
Upon successful completion of this training course, delegates will be awarded an official Certificate of Completion issued by the Petroleum Engineers Association (PEA), an ISO 9001:2015 certified training organization. The certificate carries 10 Credits and formally records the total learning hours completed.
Each certificate is signed by the Course Facilitator and the CEO of the Petroleum Engineers Association, and serves as verifiable proof of professional training that delegates can present to employers and professional bodies worldwide.
Your expert course leader is a senior petroleum engineering consultant, certified trainer and university lecturer with more than 25 years of experience, specialising in water influx and aquifer modelling.
His technical expertise covers aquifer characterisation and geometry, steady and unsteady state influx models, model fitting from pressure and production history, water drive performance, coning and breakthrough prediction, aquifer representation in simulation and the management of water drive reservoirs.
Over the course of his career, he has provided consulting and project support to international operators and national oil companies across the Middle East, North Africa, Asia Pacific and the Americas, working on aquifer characterisation studies, water drive reservoir management reviews and simulation model calibration projects.
He has designed and delivered technical training programmes on water influx and aquifer modelling for engineers and technical teams, conducting these sessions both onsite and online across the Middle East, Asia Pacific, Africa and Europe.
Frequently Asked Questions
All course bookings made through PEA are strictly non-refundable. By registering for a course, you acknowledge and accept that all fees are payable in full and are not subject to refund under any circumstances, including changes in personal or professional commitments or partial attendance.
PEA reserves the right to make reasonable adjustments to course content, trainers, or schedules where necessary, without entitling delegates to a refund. Comprehensive details of each course — including objectives, target audience, and content — are clearly outlined before enrolment, and it is the responsibility of the delegate to ensure the course's suitability prior to booking.
For any inquiries related to cancellations or bookings, please contact our support team, who will be happy to assist you.