Water Hammer and Surge Analysis in Pipelines: Hydraulic Transients and Protection Design – Paris, 21–25 Jun 2027
DestinationParis
Dates21 – 25 June 2027
Reference577_17593
This session
21–25 Jun 2027
This Water Hammer and Surge Analysis in Pipelines: Hydraulic Transients and Protection Design session in Paris runs from Monday 21 June to Friday 25 June 2027 (week 25, Q2 2027). It is the 1st of 2 dates in Paris in 2027, at a fee of 23,500 SAR, the same for each of them. Registration is open for this date. It is held in person at Right Bank business hotel.
DatesMonday 21 Jun – Friday 25 Jun 2027
Week25 of 2027
Duration5 days
Fee23,500 SAR
StatusOpen for registration
FormatIn person
VenueRight Bank business hotel
Programme overview
Introduction:
Water hammer and surge analysis decide whether a pumped pipeline survives its first pump trip or splits at a weld, collapses under vacuum or slams a check valve until the flanges leak. Many projects size pipe walls and pumps on steady-state hydraulics alone and meet transient pressures only after a failure. This Core Concept course trains engineers to predict hydraulic transients, run a surge study, compare peak and minimum pressures with pipe ratings and select protection devices. Participants produce a Surge Study and Protection Selection Report for a case pumped pipeline.
Course Objectives:
Establish the steady-state hydraulic gradient, pump operating point and minimum pressure margins of a pumped pipeline as the baseline for transient work
Calculate pressure wave speed and Joukowsky surge for valve closure, pump trip and check valve slam events and judge when a full transient study is needed
Build and run a transient model using method of characteristics software, with a scenario matrix covering normal, emergency and failure events
Interpret maximum and minimum head envelopes against pipe pressure ratings, vacuum resistance and column separation risk
Size and select surge vessels, air valves, surge relief valves, flywheels, slow-closing valves and non-slam check valves for a given duty
Prepare a Surge Study and Protection Selection Report with operating limits and interlocks for a case pumped pipeline
Target Audience:
Pipeline engineers who design or operate crude, product and water transmission lines
Water utility engineers responsible for pumping mains, booster stations and raw water transfer lines
Process engineers who specify pumping systems, loading lines and emergency shutdown valves in plants and terminals
Mechanical engineers who select pumps, valves and pressure protection for pumped systems
Consultant and contractor engineers who prepare or review surge studies for new pipelines and upgrades
Course Outline:
Day 1: Steady-State Pipeline Hydraulics as the Surge Baseline
Friction Factor, Reynolds Number and the Moody Diagram for Liquid Lines
Minor Losses and Equivalent Length Across Valves, Meters and Fittings
Pump Head-Flow Curve Versus System Curve for Single and Parallel Pumps
Hydraulic Gradient Plotted Over the Pipeline Elevation Profile
Critical High Points, Slack Flow and Minimum Pressure Margins
Day 2: Transient Physics: Wave Speed, Joukowsky Surge and Characteristics
Pressure Wave Speed From Fluid Bulk Modulus, Pipe Material and Wall Thickness
Joukowsky Equation for Instantaneous Velocity Change and Its Limits
Pipeline Period, Wave Reflection at Reservoirs and Dead Ends, Rapid Versus Slow Closure
Method of Characteristics at Overview: Grid, Time Step and Boundary Conditions
Vapour Cavity Formation, Column Separation and Rejoin Pressure Spikes
Day 3: Transient Events and the Surge Modelling Workflow
Valve Stroking Curves, Inherent Characteristics and Effective Closure Time
Surge Study and Protection Selection Report Presentation and Peer Review
Skills You Will Gain:
Pipeline Hydraulic Gradient Analysis
Wave Speed Calculation
Transient Scenario Definition
Surge Model Building
Pressure Envelope Interpretation
Surge Vessel Sizing
Air Valve Placement
Surge Protection Specification
Why Attend This Course:
Return with a Surge Study and Protection Selection Report built on a case pumped pipeline during hands-on modelling sessions
Challenge surge study inputs and results from consultants and vendors, including wave speed, valve stroke curves and pump inertia
Avoid bursts, vacuum collapse and check valve slam by fixing valve stroke times, start sequences and trip interlocks before commissioning
Compare transient experience with engineers from water utilities, oil and product pipelines, marine terminals and process plants
Conclusion:
A pumped pipeline is only safe when its transient pressures, not just its steady flows, stay inside what the pipe, valves and pumps can take. The week moves from steady-state hydraulics and pump curves, through wave speed, the Joukowsky equation, the method of characteristics and column separation, to valve, pump and check valve events and the modelling workflow. It then covers pressure envelopes and protection devices, before the final day turns this into a Surge Study and Protection Selection Report for a case pipeline.
Water Hammer and Surge Analysis in Pipelines: Hydraulic Transients and Protection Design runs in Paris over 5 days, with 2 upcoming dates in Paris. The course fee is 23,500 SAR.
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