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Pipeline transportation and storage

Petroleum Engineering (B.E./B.Tech) · Downstream · free study notes for exams, placements and interviews

In short

Pipeline transportation and storage is the midstream link that moves crude oil, refined products and gas from ports, oilfields and refineries to inland markets, and holds them in tank farms and terminals so that supply and demand need not match minute by minute. Pipelines are the cheapest and safest bulk mode on land — roughly ₹0.3–0.8 per tonne-km against several rupees by road — and India now runs over 20,000 km of crude and product pipelines plus about 25,000 km of natural-gas trunk lines. The subject is examined as pipeline hydraulics, pump/compressor selection, pipe wall-thickness design and tank design in petroleum engineering and chemical engineering papers, and in GATE PE under "transportation and storage". Employers test it directly: IOCL, BPCL, HPCL, GAIL, ONGC, Oil India, Petronet LNG, IOT Infrastructure, EIL and L&T Hydrocarbon recruit for pipeline operations, SCADA control rooms and terminal management.

Explained

Why pipelines, and what they carry

Pipeline hydraulics

Mechanical design, materials and codes

Operation, pigging and integrity management

Storage: tanks, types and design

Safety, environment and fire protection

Key points

Formulas and examples

Continuity / velocity: Q = A·V, A = (π/4)D² — Q in m³/s, D inside diameter in m, V in m/s
Reynolds number: Re = ρVD/μ = VD/ν — ρ kg/m³, μ Pa·s, ν = μ/ρ in m²/s (kinematic viscosity; 1 cSt = 10⁻⁶ m²/s)
Darcy–Weisbach head loss: h_f = f·(L/D)·(V²/2g) — f = Darcy friction factor, L and D in m, g = 9.81 m/s²; h_f in m of the liquid
Colebrook–White: 1/√f = −2·log₁₀[ (e/3.7D) + (2.51/(Re·√f)) ] — e = absolute roughness (about 0.045 mm for commercial steel)
Blasius (smooth turbulent, 4,000 < Re < 10⁵): f = 0.316/Re0.25
Pressure from head: Δp = ρ·g·h_f (Pa); for petroleum practice Δp (bar) ≈ ρ·g·h/10⁵; 1 bar = 10.2 m of water
Total dynamic head: H = h_f + (z₂ − z₁) + h_delivery — all in m of the pumped liquid
Pump power: Hydraulic power P_h = ρ·g·Q·H (W); shaft power P_s = P_h/η_pump; motor input = P_s/η_motor
Barlow / hoop stress wall thickness: t = (P·D)/(2·S·F·E·T) — P design pressure, D outside diameter, S = SMYS, F = design factor (location class), E = longitudinal joint factor, T = temperature derating factor
MAOP: P = (2·S·t·F·E·T)/D
Joukowsky surge: Δp = ρ·a·ΔV, with wave speed a = √(K/ρ) adjusted for pipe elasticity — ΔV = velocity change in m/s
Gas flow (general flow equation, simplified): Q ∝ √[(P₁² − P₂²)·D⁵ / (G·T·L·f·Z)] — note the squares of pressure, unlike liquids
Tank volume (vertical cylindrical): V = (π/4)D²·H; dyke volume = plan area × dyke height − displaced volume of other tanks
Volume correction to 15 °C: V₁₅ = V_obs × VCF, VCF from API/ASTM-IP tables using density and observed temperature

Example 1 — Head loss and pump power on a crude line. A crude line of 500 mm inside diameter carries 1,200 m³/h of crude (ρ = 850 kg/m³, ν = 10 cSt) over 60 km, with the delivery end 80 m higher and 5 bar required at delivery.

Example 2 — Station spacing. Same line, MAOP 100 bar, minimum suction pressure 5 bar, flat terrain.

Example 3 — Wall thickness and MAOP. API 5L X-65 pipe (SMYS = 65,000 psi = 448 MPa), OD 508 mm, design pressure 100 bar = 10 MPa, design factor F = 0.72 (Class 1), E = 1.0, T = 1.0.

Example 4 — Tank and dyke sizing. A floating-roof tank of 36 m diameter and 20 m shell height stores crude.

Example 5 — Surge on valve closure. Crude at 1.70 m/s in a steel line with wave speed a = 1,100 m/s is stopped suddenly.

Storage typePressureTypical stockIndian practice
Fixed (cone) roofAtmosphericHSD, SKO, FO, lubeDepots, refinery rundown tanks
External floating roofAtmosphericCrude, MS, naphthaRefinery and port tankage
Internal floating roofAtmosphericMS, ATFAirport and marketing terminals
Horton sphere5–18 kg/cm²gLPG, propyleneOlder bottling plants, refineries
Mounded bullets5–18 kg/cm²gLPGStandard for new large LPG storage
Refrigerated / cryogenicNear atmosphericLPG, LNG, ammoniaLNG terminals: Dahej, Kochi, Ennore
Rock cavernAtmospheric (water-sealed)CrudeISPRL Visakhapatnam, Mangaluru, Padur
AspectLiquid pipelineGas pipeline
DriverPumpsCompressors
Flow relationΔp linear in h_fDepends on (P₁² − P₂²)
Storage in lineNegligibleLinepack is significant
CodeASME B31.4, OISD-STD-141ASME B31.8, OISD-STD-226
BatchingPossible (multiproduct)Not applicable

Where it is used

Interview questions

Common mistakes

Related topics

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