SP-6: Sand Control Decision, Sg Calculation & Final Audit
SP-5 showed that acid treatment delivers ~2,053 stb/d at a payback of 5.1 days. But there is a critical risk: GK-22 Agbada Formation sands are unconsolidated (UCS = 0.8 MPa). The current drawdown of 1,700 psi exceeds the critical drawdown pressure (CDP = 62 psi) by 27 times. Post-acid production at 2,053 stb/d will further stress the formation. Without sand control, catastrophic sand influx is not merely possible — it is near-certain on a 12–24 month timescale.
SP-6 addresses two questions: (1) Is sand control mandatory for GK-22? (2) If an ICHGP (inside cased-hole gravel pack) is installed, what gravel-pack skin Sg does it add, and how does this modify the post-treatment deliverability and economics? SP-6 then assembles all six sub-problem results into the Complete Skin Audit table and the Final Report framework.
SP-6 Data Pack — Geomechanics, Gravel Design & Locked SP Outputs
Geomechanical Parameters
| Parameter | Symbol | Value | Units | Sand Control Significance |
|---|---|---|---|---|
| Unconfined compressive strength | UCS | 0.8 | MPa | Unconsolidated class — CDP < 100 psi |
| Current water saturation | Sw | 0.22 | fraction | CDP = 100 × UCS × (1−Sw) |
| Critical drawdown pressure | CDP | 62 | psi | 100 × 0.8 × (1−0.22) = 62.4 psi |
| Current operating drawdown | Δp | 1,700 | psi | 27× CDP — sand onset certain without control |
| D50 formation sand grain | D50,sand | 215 | μm | Saucier sizing: target D50,gravel = 1,075 μm |
| CDP at water breakthrough (Sw = 0.80) | CDPwb | 16 | psi | 100 × 0.8 × 0.20 — effectively zero |
ICHGP Design Parameters (12/20 mesh, 8 spf)
| Parameter | Symbol | Value | Units | Design Basis |
|---|---|---|---|---|
| Gravel type | — | 12/20 mesh Ottawa sand | — | Saucier: D50,g = 1,265 μm, ratio = 5.9× ✓ |
| Gravel permeability (clean) | kg | 800,000 | md | Large grain, high kg, minimises Sg |
| Shot density (upgraded for workover) | spf | 8 | shots/ft | Doubled from initial 4 spf → halves Sg |
| Total perforations | Np | 336 | perforations | 8 spf × 42 ft |
| Perforation length | Lp | 0.75 | ft | TCP gun specification |
| Perforation radius | rp | 0.021 | ft (0.25 in) | TCP gun specification |
| Wire-wrapped screen skin (clean) | Sscreen | 0.12 | — | OFA ≈ 12%, clean wire-wrap screen |
| ICHGP additional cost vs acid-only | — | 600,000 | USD | Screen + gravel + placement, Niger Delta |
- CDP = 100 × UCS × (1−Sw) for sand onset threshold
- Saucier rule: D50,gravel = 5–6 × D50,sand
- Sg = Sg,Darcy + Sscreen
- HF acid must NOT contact gravel pack (dissolves quartz)
- How does GK-22 drawdown compare to CDP?
- What is Sg for 12/20 mesh ICHGP at 8 spf?
- What is the final S′ with ICHGP added?
- Is ICHGP NPV-positive vs sand-out risk?
- CDP = ________ psi; drawdown/CDP = ________×
- Gravel sizing: ________ mesh correct
- Sg,Darcy = ________ | Sscreen = ________
- Sg,total = ________ | S′post = ________
- FEfinal = ________ | qfinal = ________ stb/d
Just-in-Time Resources
Pull these up as you work SP-6. Each maps to the Module 03 topic behind this sub-problem: read the topic page, watch the matching lectures, then reproduce your numbers with the verified calculator.
Lecture 3.6b — Gravel Pack Skin Sg: Theory, Calculation & Design Impact
Lecture 3.6c — Sand Control Selection: Standalone Screen vs Gravel Pack vs OHGP vs Frac-Pack
SP-6 Calculation Tasks
- Sand production risk assessment — quantify the hazard
CDP = 100 × UCS × (1 − Sw) = 100 × 0.8 × (1 − 0.22) → verify = 62.4 psi.
Current drawdown / CDP ratio = 1,700 / 62.4 = ?
Post-acid worst-case: if pwf drops to 1,500 psia, drawdown = 2,700 psi → ratio = ?
CDP at water breakthrough Sw = 0.80 → CDPwb = 100 × 0.8 × 0.20 = ? psi.
Write a two-sentence engineering statement on sand control necessity for GK-22. - Saucier gravel sizing verification
Target: D50,gravel = 5 × D50,sand = 5 × 215 = 1,075 μm (centre of 5–6× range).
12/20 mesh Ottawa sand: D50 ≈ 1,265 μm → ratio = 1,265/215 = 5.9× ✓
20/40 mesh: D50 ≈ 635 μm → ratio = 635/215 = 2.95× — why is this wrong?
Explain in one sentence what happens to kg over time if the gravel is under-sized. - Calculate Sg for the GK-22 ICHGP design
Darcy component:
Sg,Darcy = 241.1 × q × μo × Bo / (kg × h) × [Lp / (2 × rp × Np)]
Use q = 782 stb/d, μ = 1.8 cp, B = 1.32 rb/stb, kg = 800,000 md, h = 42 ft, Lp = 0.75 ft, rp = 0.021 ft, Np = 336.
Total: Sg = Sg,Darcy + Sscreen (= 0.12)Expected: Sg,Darcy ≈ 0.0007, Sscreen = 0.12. Sg,total ≈ 0.12. The Darcy component through the gravel is negligible for 12/20 mesh; the screen face resistance dominates. This confirms 12/20 mesh is the correct design choice for GK-22. - Compile the complete post-treatment skin audit with ICHGP
S′post,ICHGP = Sd,post + Sg + Sc + Sc″ + Dq
= 1.0 + 0.12 + 0.000 + (−0.005) + 0.001 = ?
Calculate FEfinal = 7/(7+S′post,ICHGP), Jfinal, and qfinal at pwf = 2,500 psia.
What is the production difference between acid-only (SP-5) and acid + ICHGP?Expected: S′post ≈ +1.116 ≈ +1.12. FE = 7/8.12 = 0.862. Jfinal = 0.862 × 1.380 = 1.190 stb/d/psi. qfinal = 1.190 × 1700 = 2,023 stb/d. Production penalty from ICHGP: 2,053 − 2,023 = 30 stb/d (1.5% of the treatment gain). - ICHGP risk-adjusted economic justification
ICHGP additional capital cost: $600,000 (above acid-only $450,000; total = $1,050,000).
Production penalty from ICHGP: 30 stb/d × $70/bbl × 365 days × 2 years = ?
Sand-out risk assessment (estimate: 60% probability of sand-out within Year 1 at 2,053 stb/d):
• Workover to clean plugged perforations: $3,500,000
• Lost production during 90-day workover: 90 × 2,053 × $70 = $12,933,900
• Total expected cost of sand-out: 0.60 × ($3,500,000 + $12,933,900) = ?
Calculate: is ICHGP economically justified given this risk?
All Six Sub-Problems Integrated — Final Answer
| Skin Component | Source SP | Pre-Treatment | Post-Treatment (Acid + ICHGP) | Treatable? |
|---|---|---|---|---|
| Sd — Formation damage (Hawkins; ks/k = 0.145, rs = 3.76 ft) | SP-3 | +14.000 | +1.000 | ✓ Yes — 3%HCl/2.5%HF mud acid |
| Sg — Gravel pack skin (ICHGP; 12/20 mesh, 8 spf, kg = 800,000 md) | SP-6 | 0.000 (no GP) | +0.121 | Managed by completion design |
| Sc — Partial completion (Brons–Marting; b = hp/h = 1.0) | SP-4 | 0.000 | 0.000 | N/A — full penetration |
| Sc″ — Deviation skin (Cinco-Ley; θ′ = 2.83°, hD = 169.7) | SP-4 | −0.005 | −0.005 | N/A — near-vertical |
| D·q — Non-Darcy turbulence (D ≈ 9.4×10^−7; (stb/d)−¹) | SP-2 | +0.001 | +0.001 | N/A — analytically negligible |
| S′ TOTAL | All SPs | +13.996 ≈ +14.00 | +1.117 ≈ +1.12 | — |
| Performance Metric | Pre-Treatment (Current) | Post-Treatment (Acid + ICHGP) | Ideal (S = 0) |
|---|---|---|---|
| Flow Efficiency FE | 0.333 | 0.862 | 1.000 |
| PI J (stb/d/psi) | 0.460 | 1.190 | 1.380 |
| q at pwf = 2,500 psia | 782 stb/d | 2,023 stb/d | 2,346 stb/d |
| AOF (pwf = 0) | 1,932 stb/d | 4,996 stb/d | 5,796 stb/d |
| Production uplift vs pre-treatment | — | +1,241 stb/d (+159%) | +1,564 stb/d (+200%) |
2-Page Engineering Recommendation Memo — Structure
Your Final Report must follow this structure. All sections are mandatory. Every number must reference its source sub-problem.
SECTION 1 — Complete Skin Audit Table
- Reproduce the table from the Final Audit section above with your own calculated values. Annotate each entry with the SP source and key equation or measurement it comes from.
SECTION 2 — Confirmed Diagnosis (1 paragraph)
- State: what is causing the skin (WBM filtrate + kaolinite/smectite clay response), the physical mechanism, the evidence (core flood ks/k = 0.145; 18 days WBM exposure; rs2 = 8.08 ft filtrate zone), and why all of S′ = +14 is treatable by acid stimulation.
SECTION 3 — Treatment Specification
- Step 1: TCP reperforation — shot density, underbalance pressure, tool type, justification
- Step 2: HCl preflush — concentration, volume in gal/ft, purpose
- Step 3: HF mud acid — concentration (3%HCl/2.5%HF), volume in bbl and gal/ft, soak time, placement method, basis for volume (SP-3 PV calculation)
- Step 4: KCl overflush — volume, purpose, safety requirement (displace HF before gravel)
- Step 5: ICHGP — gravel type (12/20 mesh), kg, screen type, OFA, shot density, gravel volume
SECTION 4 — Post-Treatment Production Forecast
- S′post = +1.12, FE = 0.862, J = 1.190 stb/d/psi, q = 2,023 stb/d at pwf = 2,500 psia. Include annotated dual IPR chart from SP-5. Note the fixed-pwf assumption and that actual nodal production will be higher.
SECTION 5 — Economic Justification
- Total treatment cost: $1,050,000. Daily revenue gain: ~1,241 stb/d × $70/bbl ≈ $86,870/day. Simple payback: ~12 days. 24-month NPV at $75/bbl: ~$3.7M (programme monthly-annuity convention: monthly CF × annuity factor ÷ 12 − cost). Risk-adjusted NPV including ICHGP sand protection: add expected sand-out cost avoided (~$9.9M) → total >$7M (≈ $13.6M).
SECTION 6 — Risk Register (minimum 2 risks)
- Risk 1: Acid underperformance — Spost > +3 (Likelihood: Low based on core floods; Consequence: Reduced Δq; Mitigation: Post-job well test to verify Spost, re-stimulate if needed)
- Risk 2: Gravel pack degradation — Sg increasing from +0.12 toward +5 within 3–5 years (Likelihood: Medium in Agbada kaolinite sands; Consequence: Progressive production decline; Mitigation: Annual pressure build-up tests to track Sg increase, plan workover at S′ > 7)
- Risk 3 (optional): Water breakthrough collapsing CDP to 16 psi — confirm ICHGP design holds at Sw = 0.80
✅ SP-6 & Final Report Checklist
- Sand risk: CDP = 62 psi, drawdown = 1,700 psi (27×), statement on sand control necessity
- Gravel sizing: 12/20 mesh verified correct (5.9×), 20/40 mesh shown incorrect (2.95×)
- Sg calculation: Sg,Darcy = 0.0007, Sscreen = 0.12, Sg = 0.12 with full formula working
- Complete skin audit table: All 5 components, pre- and post-treatment, with SP sources
- Final deliverability: FE = 0.862, J = 1.190 stb/d/psi, q = 2,023 stb/d
- ICHGP economic case: Penalty 30 stb/d vs sand-out expected cost $9.9M → recommendation justified
- Module 03 Final Report: Complete 2-page memo following the template above, submitted for assessment