Guideline Purpose: IEC TR 61366-3 provides a standardised framework for preparing tendering documents for Francis turbines, covering technical specifications, performance guarantees, commercial terms, and evaluation criteria. It is part of the IEC 61366 multipart series addressing different turbine types.
Structure of the Tendering Document Package
IEC TR 61366-3:1998 establishes a comprehensive structure for hydropower project tendering, recognising that well-prepared tender documents are essential for obtaining comparable, competitive bids from turbine manufacturers worldwide. The standard divides the tendering package into three interconnected parts:
| Part |
Content |
Purpose |
| Part A — Invitation to Tender |
Project overview, bid submission instructions, deadline, bonding requirements, evaluation criteria |
Ensure all bidders understand the commercial and procedural framework |
| Part B — Technical Specifications |
Site conditions, turbine performance requirements, materials, auxiliaries, standards reference |
Define the technical boundary conditions for turbine design |
| Part C — Schedule of Requirements |
Bill of quantities, spare parts list, special tools, documentation requirements |
Establish a common baseline for price comparison |
The standard places particular emphasis on Part B, recognising that incomplete or ambiguous technical specifications are the primary cause of bid disparities and subsequent contractual disputes in hydropower projects. It provides detailed checklists for each technical parameter that must be specified, ranging from head range and flow duration curves to material grades for specific components.
Caution: A common mistake in hydropower tendering is specifying turbine efficiency guarantees without clearly defining the measurement protocol. IEC 61366-3 mandates that the tendering documents reference the applicable efficiency measurement code (IEC 60041 or the newer IEC 62006) and specify whether the guarantee applies to field tests, model tests, or both. Ambiguity on this point has led to numerous arbitration cases.
Technical Parameters for Francis Turbine Specification
Francis turbines, being the most widely used hydraulic turbine type for medium-head applications (typically 30-700 m), require careful specification of hydraulic, mechanical, and operational parameters. IEC TR 61366-3 provides detailed guidance on each parameter category:
Hydraulic Design Parameters
- Head parameters: Gross head, net head, rated head, minimum operating head, maximum operating head, and head duration curve (monthly or daily) for the project site
- Flow parameters: Rated discharge, minimum discharge, maximum discharge, and flow duration curve
- Efficiency requirements: Weighted average efficiency (using specified weighting factors at different operating points), peak efficiency, and efficiency at part-load and overload conditions
- Cavitation criteria: Thoma cavitation coefficient (sigma), required submergence, and permissible cavitation damage rate over the design life
Mechanical Design Parameters
| Component |
Key Parameters to Specify |
Common Material Choices |
| Runner |
Number of blades, diameter, material grade, surface finish, natural frequency analysis |
13% Cr-4% Ni stainless steel (ASTM A743 CA6NM), 16% Cr-5% Ni stainless steel for high-head applications |
| Spiral casing |
Design pressure, hydrostatic test pressure, inlet diameter, wall thickness schedule |
High-strength low-alloy steel (HSLA) for penstock connection; cast or fabricated steel for the casing itself |
| Guide vanes |
Number of vanes, profile design, pivot bearing type, clearance tolerances |
Stainless steel overlay on carbon steel base; bronze bushings for pivot bearings |
| Draft tube |
Type (elbow or straight), length, cone angle, outlet submergence |
Carbon steel with stainless steel liner in the throat region to resist cavitation erosion |
| Main shaft |
Diameter, bearing spacing, critical speed margin (> 120% of runaway speed), flange coupling design |
Forged carbon steel or alloy steel, ultrasonically tested per applicable standards |
Design Insight: One of the most critical parameters often underestimated in tendering documents is the runner natural frequency margin. Francis turbines are susceptible to blade fatigue failures from vortex-induced vibration at part-load operation and from rotor-stator interaction (RSI) at the blade passing frequency. IEC TR 61366-3 recommends that the tendering documents specify minimum separation margins of ±15% between all excitation frequencies (vortex shedding, wicket gate passing, runner rotation) and the natural frequencies of the runner blades. This requirement directly affects runner design — thick-blade designs offer higher stiffness but sacrifice hydraulic efficiency, creating a fundamental engineering trade-off that must be evaluated during tender evaluation.
Performance Guarantees and Acceptance Testing
The standard provides a structured approach to performance guarantees, which form the contractual backbone of any turbine supply agreement. Five categories of guarantees are addressed:
- Hydraulic performance guarantee: Efficiency at rated head and multiple load points, typically with allowable tolerances of ±2% for model tests and ±3% for field tests
- Power output guarantee: Maximum continuous output at rated head, including overload capability (typically 110-115% of rated output for Francis turbines)
- Cavitation guarantee: Runner weight loss limit after a specified operating period (typically 5000-8000 hours), with an agreed cavitation observation protocol using ultrasonic detection or visual inspection
- Pressure pulsation guarantee: Limits on p-p (peak-to-peak) pressure fluctuations in the draft tube and spiral casing across the full operating range, including the critical part-load zone (40-60% of rated output) where vortex rope formation is most severe
- Noise and vibration guarantee: Structural vibration limits (bearing housing, guide bearing, and casing vibrations) per ISO 10816, and airborne noise limits per ISO 3744
The standard emphasises that acceptance testing must be referenced to the appropriate measurement codes. For Francis turbines, the key reference documents are IEC 60041 (field acceptance tests) and IEC 60193 (model acceptance tests). The tendering documents should specify which test method is contractually binding and how model test results are extrapolated to prototype performance.
Best Practice: For medium-to-large Francis turbine projects (unit output > 50 MW), the standard recommends that tendering documents require both model tests and field tests. Model tests provide the accuracy and repeatability needed for efficiency comparison between bidders, while field tests verify the actual installed performance. The correlation between model and prototype should use the IEC 60193 step-up procedure, and any discrepancies exceeding ±2% should trigger a joint review by the purchaser and contractor.
Evaluation Methodology for Tender Comparison
IEC TR 61366-3 outlines a multi-criteria evaluation framework that goes beyond simple capital cost comparison. The recommended evaluation considers:
- Capital cost: Turbine supply, installation supervision, and commissioning
- Efficiency value: Net present value of efficiency differences over the project life (typically 40-50 years), calculated using the weighted average efficiency and projected electricity price
- Maintenance cost: Projected cost of major inspections, part replacements, and expected outage duration over the design life
- Technical compliance: Score based on adherence to specified parameters, with penalty points for deviations requiring acceptance
- Manufacturer experience: Demonstrated track record with similar head and output ranges
Critical Warning: Never award a Francis turbine contract based on capital cost alone. A 1% efficiency difference between two bids for a 100 MW turbine operating at a 60% capacity factor translates to approximately 5,256 MWh per year — worth hundreds of thousands of dollars annually over a 40-year plant life. The lowest capital cost bid often delivers the lowest efficiency, making it the most expensive option in the long term. Properly applied, the evaluation framework in IEC TR 61366-3 will identify the best lifetime value rather than the lowest initial price.
Frequently Asked Questions
Q1: Is IEC 61366-3 applicable to pump-turbines for pumped storage projects?
IEC 61366-3 is specifically written for Francis turbines in hydropower generation. For pump-turbines used in pumped storage, use IEC 61366-5, which addresses the additional requirements for reversible pump-turbines, including starting mode, S-shaped characteristics, and pump-mode performance guarantees.
Q2: What is the recommended head range for Francis turbines covered by this standard?
IEC TR 61366-3 covers Francis turbines for net heads typically between 30 m and 700 m. For heads below 30 m, Kaplan or propeller turbines (covered by IEC 61366-2) are usually more appropriate. For heads above 700 m, Pelton turbines (IEC 61366-4) are the conventional choice. The boundaries overlap — at 400-500 m either a Francis or Pelton turbine may be technically feasible, and the tendering documents should acknowledge this possibility.
Q3: How should the tendering documents address site-specific conditions like sediment-laden water?
This is explicitly addressed in the standard’s section on operating conditions. For sediment-laden water (common in Himalayan and Andean hydropower projects), the tendering documents should specify: (a) seasonal sediment concentration and particle size distribution, (b) mineral hardness (quartz content is the most erosive), (c) required runner surface hardness or protective coating, and (d) guaranteed erosion rate (mm/year or weight loss/year). The standard recommends requiring sacrificial runner coatings and replaceable wear rings for high-sediment sites.
Q4: Does the standard address digitalisation and condition monitoring requirements?
The 1998 edition predates widespread condition monitoring, but the standard’s framework is adaptable. Modern tendering documents based on IEC 61366-3 should add requirements for: (a) online vibration monitoring with accelerometers on all guide bearings, (b) draft tube pressure pulsation sensors (typically 2-4 piezoresistive transducers), (c) cavitation detection via acoustic emission sensors, and (d) integration with the plant SCADA system via standard protocols (IEC 61850 or Modbus TCP).