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Offshore & Marine Engineering

SPM Design Basis – Single Point Mooring Technical Engineering

Engineering design basis for Single Point Mooring systems covering metocean conditions, tanker compatibility, mooring loads, marine systems, cargo transfer, structural integrity, operability and technical design requirements.

What Is an SPM Design Basis?

A Single Point Mooring (SPM) system is a critical offshore marine infrastructure asset used to moor tankers and transfer liquid cargo between a vessel and an offshore or subsea pipeline system. The SPM arrangement must remain capable of safely accommodating environmental loads, tanker motions, mooring forces and cargo transfer requirements throughout its defined operating envelope.

The SPM Design Basis establishes the technical assumptions, design criteria, operating conditions, environmental parameters, vessel characteristics, applicable standards and engineering requirements governing the development and verification of the SPM system.

A properly developed design basis provides the engineering reference against which the buoy, mooring system, subsea pipeline connection, marine hoses, hawser arrangement, tanker interface and associated equipment can be designed, analysed and subsequently verified.

Engineering principle: The SPM Design Basis should establish a controlled and traceable set of design assumptions before detailed engineering begins. Environmental conditions, vessel characteristics, cargo transfer requirements, mooring configuration and operational limits must be defined together because changes in one parameter can affect the performance of the complete offshore loading system.

PAMS SPM Design Basis Methodology

01

Project Definition

Establishment of project objectives, operating philosophy, cargo characteristics, transfer rates, offshore location, tanker requirements and overall SPM configuration.

02

Environmental Design Conditions

Definition of metocean parameters including wind, waves, currents, water depth and relevant environmental design cases affecting the SPM and tanker.

03

Vessel Interface

Assessment of tanker dimensions, displacement, draft, freeboard, bow configuration, manifold arrangement and operational limitations relevant to the SPM interface.

04

Mooring & Structural Design

Definition of design requirements for hawser, chain, anchors, buoy structure, swivel arrangement and associated load-bearing components.

05

Cargo Transfer System

Establishment of technical requirements for marine hoses, piping, swivels, valves, emergency release arrangements and cargo transfer performance.

06

Verification & Operability

Definition of design verification requirements, operational limits, inspection requirements, maintenance philosophy and technical acceptance criteria.

SPM Design Basis – Principal Engineering Inputs

The SPM design depends on a controlled set of technical inputs. These inputs should be established at the beginning of the engineering process and maintained under project configuration control.

01

Offshore Location

  • Geographic location and offshore coordinates.
  • Water depth and seabed characteristics.
  • Nearshore or offshore operating environment.
  • Bathymetric information.
  • Subsea pipeline route and connection requirements.
02

Metocean Conditions

  • Wind speed and direction.
  • Significant wave height and associated wave periods.
  • Current speed and direction.
  • Wave spectrum and directional conditions.
  • Extreme and operating environmental conditions.
  • Design return periods where applicable.
03

Tanker Design Envelope

  • Minimum and maximum tanker dimensions.
  • Deadweight and displacement.
  • Length overall and beam.
  • Draft and freeboard.
  • Bow configuration and mooring arrangement.
  • Cargo manifold location and dimensions.
  • Loading and unloading operating conditions.
04

Cargo Characteristics

  • Cargo type and product properties.
  • Density and viscosity.
  • Temperature range.
  • Cargo transfer rate.
  • Maximum operating pressure.
  • Compatibility requirements for hoses and seals.

SPM System Configuration

The design basis should define the complete SPM arrangement and the interfaces between its principal components. The final configuration depends on the project location, environmental conditions, cargo transfer requirements, vessel envelope and applicable engineering criteria.

SPM Component Principal Design Considerations
SPM Buoy Buoy dimensions, displacement, structural strength, stability, equipment arrangement, access and connection interfaces.
Mooring System Chain configuration, anchors, hawser arrangement, pretension, environmental loads, fatigue and ultimate strength requirements.
Swivel System Fluid transfer capacity, rotational movement, pressure rating, sealing arrangement, structural loads and maintenance requirements.
Marine Hoses Hose type, diameter, length, pressure rating, bending behaviour, buoyancy, configuration, fatigue and compatibility with transferred cargo.
Hawser System Hawser construction, breaking strength, fatigue, connection arrangement, tanker compatibility and environmental loading.
Subsea Pipeline Pipeline route, design pressure, thermal and hydraulic requirements, free spans, stability and connection to the SPM system.
Cargo Transfer System Flow rate, pressure, valves, emergency shutdown, isolation and operational control requirements.

Environmental Design Criteria

Environmental loading is one of the principal inputs to SPM design. The design basis should establish both normal operating conditions and appropriate extreme environmental conditions for the relevant design cases.

Wind Loading

Wind speed, direction, exposure and projected areas of the tanker and SPM structure are considered when establishing environmental loads and vessel response.

Wave Loading

Wave height, period, direction, spectrum and associated environmental combinations are established for operating and design conditions.

Current Loading

Current velocity and direction influence tanker drift, hawser loading, mooring loads, hose behaviour and overall SPM response.

Combined Environmental Conditions

Wind, wave and current combinations are evaluated according to the applicable design criteria and environmental operating envelope.

Design condition principle: Environmental data should be traceable to an appropriate project metocean basis. Operating limits and extreme design conditions should not be treated as interchangeable because they serve different engineering and operational purposes.

Mooring System Design Basis

The mooring system provides the primary station-keeping function of the SPM and transfers environmental loads between the buoy, mooring components and seabed foundation system.

Catenary Configuration

Mooring geometry, line length, weight, seabed contact and pretension characteristics are established according to water depth and environmental loading.

Anchor System

Anchor capacity and seabed interaction are assessed against the design loads and geotechnical conditions applicable to the installation location.

Hawser Loads

Hawser loads are considered for the defined tanker envelope, environmental conditions, vessel motions and operating configuration.

Fatigue Assessment

Fatigue considerations are established for components exposed to repeated cyclic loading during the intended service life.

SPM Structural Design Considerations

Structural design of the SPM should address the principal load cases generated by environmental conditions, mooring loads, hose reactions, tanker interaction, cargo system loads and equipment arrangements.

  • Global structural strength of the buoy.
  • Local structural strength at equipment and connection points.
  • Mooring and hawser attachment loads.
  • Swivel and piping support loads.
  • Marine hose connection and reaction loads.
  • Access platforms and maintenance structures.
  • Fatigue-sensitive structural details.
  • Corrosion allowance and structural degradation considerations.
  • Lifting and installation loads.
  • Accidental and abnormal load cases where applicable.
Structural integrity principle: Structural verification should consider both ultimate strength and fatigue-sensitive details where applicable. Connection points and load-transfer areas require particular attention because local loads can become critical even when global buoy structural strength remains satisfactory.

Marine Cargo Hose Design Basis

Marine cargo hoses form a critical part of the SPM cargo transfer interface. Their design must account for pressure, flow, movement, bending, buoyancy, environmental exposure and repeated operational loading.

Hose Diameter & Flow

Internal diameter and hose configuration should support the specified cargo transfer rate while maintaining acceptable pressure loss and operational performance.

Pressure Rating

Hose pressure rating should be compatible with the cargo system design pressure, operating pressure and applicable pressure surge conditions.

Bending & Motion

Hose configuration should accommodate vessel and buoy movement while maintaining acceptable bending radius and mechanical integrity.

Cargo Compatibility

Materials, lining, reinforcement and sealing arrangements should be compatible with the transferred cargo and defined temperature range.

Swivel & Cargo Transfer System

The swivel and associated cargo piping provide the fluid transfer path between the offshore pipeline system and the tanker interface while allowing the SPM system to rotate relative to the mooring arrangement.

Design Area Engineering Considerations
Flow Capacity Required cargo transfer rate, pressure loss and hydraulic operating envelope.
Pressure Design pressure, operating pressure, transient conditions and pressure protection.
Rotation Continuous or defined rotational movement according to the SPM configuration.
Sealing Sealing performance, material compatibility and maintainability.
Piping Structural support, flexibility, stress and connection requirements.
Emergency Isolation Emergency shutdown, isolation and cargo containment requirements.

Tanker Compatibility Assessment

The SPM Design Basis should define the tanker population or design envelope that the facility is intended to accommodate. Compatibility should consider both the physical interface and the environmental operating limitations of the tanker-SPM system.

Vessel Dimensions

Length, beam, draft, displacement and freeboard are considered when defining the tanker operating envelope.

Bow & Mooring Arrangement

Bow configuration, chain stopper or hawser connection arrangement and associated tanker interface requirements.

Cargo Manifold

Manifold position, flange arrangement, hose connection, transfer rate and safe operating configuration.

Vessel Motions

Vessel response and relative movement affecting hawser loads, hose movement, cargo transfer and operating limits.

SPM Design Load Cases

The design basis should establish the load cases required for structural, mooring, hose and system verification. Load cases are project-specific and should be developed from the approved environmental and operational assumptions.

Load Case Typical Engineering Purpose
Normal Operating Condition Assessment of normal cargo transfer and routine tanker mooring conditions.
Maximum Operating Condition Verification of the defined upper operating envelope.
Extreme Environmental Condition Assessment of high environmental loading according to the applicable design criteria.
Combined Wind / Wave / Current Assessment of combined environmental loading and vessel response.
Hose Load Case Assessment of marine hose movement, bending and connection loads.
Mooring Failure Case Assessment of relevant abnormal or damaged mooring configurations where required by the design criteria.

SPM Operability & Operating Envelope

A technically sound SPM design basis should establish the relationship between environmental conditions and operational limitations. The system should have clearly defined criteria for safe tanker approach, connection, cargo transfer, disconnection and shutdown.

Approach & Connection

Environmental and vessel conditions applicable to tanker approach, hawser connection and cargo hose connection.

Cargo Transfer

Defined environmental and operational envelope for maintaining safe cargo transfer.

Disconnection

Technical requirements and environmental limitations associated with cargo hose and tanker disconnection.

Emergency Shutdown

Isolation, emergency shutdown and cargo containment principles applicable to abnormal operating conditions.

SPM Design Basis Documentation

The design basis should provide a controlled engineering reference for subsequent design calculations, specifications, drawings and verification activities.

Project Design Criteria

Overall project assumptions, design philosophy, operating envelope and applicable engineering requirements.

Metocean Design Basis

Environmental parameters, operating conditions, extreme events and relevant return-period data.

Vessel Design Envelope

Tanker characteristics, vessel operating conditions, mooring interface and cargo manifold requirements.

Cargo Transfer Basis

Cargo properties, flow rates, pressure requirements, hose configuration and transfer-system design criteria.

Mooring Design Basis

Mooring configuration, environmental loads, line properties, anchor requirements and design verification criteria.

Structural Design Basis

Structural load cases, material requirements, corrosion allowances, fatigue criteria and verification requirements.

Technical Verification & Engineering Review

Once the design basis is established, the engineering development should be verified against the approved technical assumptions. PAMS technical review can focus on consistency between design criteria, system configuration, calculations, equipment specifications and operational requirements.

01

Design Basis Verification

Review of technical assumptions, project criteria and environmental inputs for consistency and traceability.

02

Interface Review

Assessment of interfaces between buoy, mooring, swivel, hoses, tanker, pipeline and cargo systems.

03

Technical Specification Review

Review of equipment and component specifications against the established design basis.

04

Engineering Consistency

Cross-check of design assumptions against drawings, calculations, equipment data and operational requirements.

05

Technical Findings

Identification of inconsistencies, missing information, technical risks and areas requiring clarification or further engineering.

SPM Design Basis – Applicable Standards & References

The applicable standards and engineering references should be established according to the project configuration, jurisdiction, classification requirements, cargo type and contractual design criteria.

OCIMF Applicable offshore loading, mooring, tanker interface and marine terminal guidance relevant to the SPM system.
API Applicable petroleum and offshore engineering standards relevant to SPM, cargo transfer and associated equipment.
ISO Applicable international standards covering offshore structures, marine operations and engineering design.
Classification Society Rules Applicable classification requirements for offshore structures, mooring systems, equipment and associated technical verification.
IMO Applicable international maritime safety and pollution prevention requirements relevant to tanker operations and offshore cargo transfer.
MARPOL Applicable pollution prevention and oil transfer requirements relevant to the cargo and offshore installation.
IACS Applicable unified requirements and classification technical framework where relevant to the project.
Project-Specific Criteria Client specifications, field requirements, metocean data, contractual criteria and approved project engineering requirements.
Standards hierarchy: The applicable edition and hierarchy of standards must be established during project definition. Where multiple standards apply, the governing project specification, classification requirements, statutory requirements and contractual criteria should be clearly identified and documented.

SPM Design Basis – Technical Deliverables

Design Basis Document

Structured technical document defining project assumptions, environmental criteria, vessel envelope, design philosophy and engineering requirements.

Technical Data Register

Controlled register identifying principal project inputs, technical data sources and outstanding information.

Design Criteria Matrix

Consolidated technical matrix identifying applicable design criteria, standards and verification requirements.

Interface Requirements

Definition of principal interfaces between tanker, buoy, mooring, swivel, hoses, pipeline and cargo transfer systems.

Independent SPM Technical Consultancy

Independent Engineering Review

PAMS provides independent technical consultancy for SPM, offshore loading systems and marine engineering projects, focusing on technical integrity and engineering consistency.

FPSO & Offshore Engineering

Technical experience covering FPSO, SPM, marine cargo transfer systems, floating hoses and offshore engineering interfaces.

Technical Risk Identification

Identification of technical inconsistencies, incomplete design assumptions, interface risks and areas requiring further engineering verification.

Decision-Ready Technical Reporting

Findings are presented in a structured technical format to support engineering decisions, project development and technical review.

About the Technical Author

Gregory Apostologlou

Managing Director of PAMS Pacific Admiralty Maritime Services. Mechanical Engineer and Marine Technical Superintendent with international maritime experience in marine surveying, vessel inspections, FPSO/SPM technical engineering, marine risk assessment and maritime regulatory compliance.

Technical activities include independent marine surveying, offshore engineering review, SPM technical consultancy, FPSO engineering support and marine cargo transfer system assessment.

Technical Content Review

Last Technical Review

July 2026

Review Frequency

Technical content is reviewed periodically to reflect relevant international maritime standards, offshore engineering practices and applicable technical guidance.

Referenced technical framework: OCIMF, API, ISO, IACS, IMO, applicable Classification Society rules, MARPOL and project-specific engineering criteria, where relevant to the SPM project.

SPM Design Basis FAQ

What is an SPM Design Basis?

An SPM Design Basis is the controlled technical document that establishes the environmental conditions, tanker envelope, cargo requirements, mooring criteria, structural requirements and engineering assumptions used for development of a Single Point Mooring system.

Why is an SPM Design Basis important?

It provides a common engineering reference for detailed design, calculations, equipment specifications, verification and technical review. It also helps maintain consistency between the different systems forming the SPM installation.

What information is required for an SPM Design Basis?

Typical inputs include offshore location, water depth, metocean conditions, tanker characteristics, cargo properties, transfer rate, pressure requirements, mooring configuration, hose arrangement and applicable project standards.

Does the SPM Design Basis include metocean conditions?

Yes. Wind, waves, currents, water depth and relevant operating and extreme environmental conditions form important inputs to the SPM design and should be defined within the project engineering basis.

Are marine hoses included in the SPM Design Basis?

Yes. The design basis can establish requirements for hose diameter, flow rate, pressure rating, cargo compatibility, configuration, bending behaviour, buoyancy and operational movement.

Does the design basis cover tanker compatibility?

Yes. Tanker dimensions, displacement, draft, freeboard, bow configuration, mooring interface, cargo manifold arrangement and vessel operating conditions can form part of the defined tanker design envelope.

Can PAMS review an existing SPM Design Basis?

Yes. PAMS can provide independent technical review of an existing SPM Design Basis, including review of engineering assumptions, environmental inputs, vessel criteria, interfaces, cargo transfer requirements and technical consistency.

Does a design basis replace detailed engineering?

No. The Design Basis establishes the engineering criteria and assumptions used by detailed engineering. Detailed calculations, structural analysis, mooring analysis, hydraulic analysis and equipment design remain separate engineering activities as required by the project.

Engineering Reference Notice

This article provides general technical information concerning the development and review of an SPM Design Basis. Actual design criteria depend on the project location, metocean data, water depth, tanker envelope, cargo characteristics, operating philosophy, classification requirements, applicable standards and client specifications. Detailed engineering calculations and verification should be performed by appropriately qualified engineering specialists in accordance with the approved project design basis and applicable requirements.

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PAMS Pacific Admiralty Maritime Services
PAMS Pacific Admiralty Maritime Services
Marine Surveyors & Maritime Consultants
Address: 1214 P.Ocampo St., Malate, Manila, 1017 Metro Manila, Philippines
Phone: +63 969 524 0506
Email: [email protected]
Website: pamsmaritime.com
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Established: 2018
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