Moving Bed Heat Exchanger System

Industrial 2024 8-month project

Client

Major Canadian Oil Sands Producer

Location

Fort McMurray, Alberta

Capacity

12,000 kg/hr solids handling

Standards

ASME Section VIII, CSA B51

Project Overview

Designed a high-efficiency moving bed heat exchanger (MBHE) system featuring proprietary pillowed plate technology for a bitumen extraction facility. The system recovers waste heat from hot coke particles to preheat boiler feedwater, achieving 15% faster production cycles while maintaining strict ASME compliance.

Key Challenges

  • Abrasive particulate flow causing wear concerns
  • Thermal expansion management at 350°C operating temperature
  • Maintaining air-tightness in pressurized sections
  • Ensuring cleanability for coke dust accumulation

Design Highlights

1

Pillowed Plate Bank Configuration

  • Staggered array of 304L stainless steel plates
  • Hydraulically formed pillow geometry for structural rigidity
  • 5mm gap spacing optimized for particulate flow
  • Leak-tight laser welds at all penetrations
2

Material Selection

  • Primary plates: 304L SS for corrosion resistance
  • Wear liners: AR400 steel in high-abrasion zones
  • Gaskets: Graphite-reinforced for high temperature
  • Fasteners: A193 B7 studs with Inconel nuts
3

Innovative Features

  • Self-cleaning plate surface treatment
  • Modular cassette design for maintenance
  • Differential thermal expansion accommodation
  • Integrated instrumentation ports

Technical Specifications

Performance Metrics

  • Heat Transfer Area: 480 m²
  • Thermal Efficiency: 78% recovery
  • Pressure Drop: ≤ 2.5 kPa
  • Solids Throughput: 12 MT/hr

Design Parameters

  • Design Pressure: 1,850 kPa
  • Design Temperature: 375°C
  • Corrosion Allowance: 3mm
  • Design Life: 25 years

Validation Methods

  • Finite Element Analysis (FEA)
  • Computational Fluid Dynamics (CFD)
  • ASME Appendix 26 fatigue analysis
  • Prototype wear testing

Key Calculations

The plate thickness was verified using ASME Section VIII Division 1 Appendix 13 for stayed construction:

t = p√(0.25P/SC) + CA

Where:

  • t = Minimum plate thickness
  • p = Pitch between stay points
  • P = Design pressure
  • S = Allowable stress
  • C = Joint efficiency factor
  • CA = Corrosion allowance

Project Outcomes

15%
Reduction in energy consumption
20%
Higher throughput than conventional designs
0
Maintenance incidents in first 12 months
100%
ASME compliance verification

Notable Achievements

  • Developed novel plate support system reducing deflection by 40%
  • Implemented predictive wear modeling extending service life
  • Reduced fabrication hours by 30% through modular design
  • Achieved client's ROI target in 14 months