Technology/ Case Studies

 

Robotic Inspection

AYA Robotics has performed robotic tank inspection job on 14-Nov-2019 that was requested by Saudi Aramco Abqaiq for a back wash water tank having 25.00 feet diameter and 24.00 feet height.

The Tank was in Service and only One Manway was opened for Inspection Robot Entry. AYA(Ahmed Yahya Alyami) Robotics deployed the Inspection Robot through 24 inch Manway while the tank was in service

No Shutdown was required. No personnel entry was required.

No scaffolding was required. The lead time for the job completion was less than a day.

Effectiveness of UT Results

The high density UT data collected by 8-Channel UT transducers.

The Data was further analysed by EVA(Extreme Value analysis) software to find out the MRT(Minimum Remaining Thickness )value.

The MRT Value obtained by EVA guarantees the 99.99 % accuracy for the UT values of the floor areas that have not been scanned.

Visual Inspection

Robot was deployed successfully through Roof many(24 Inch) and high Definition Photographs that were taken from two cameras. One Camera was for the Liquid phase(Robotic Camera) that was installed on the front face of robot itself.

The other camera was for vapour space that was set a few inches below the Manway to give 360 º Coverage of the vapour space. The high definition Robot camera enabled to observe the deposition of 20 mm salt layer on bottom plate

The visual inspection findings enabled the Facility Management to identify the cause and take preventive and corrective measures against Salt Deposition without tank shutdown.

Robot Entry through Roof Manway
Robot Camera
Robot Camera for Liquid phase
Vapor space camera
Extreme Value Analysis for UT Results
Cost Analysis
  1. Product Transfer
  2. Out-of-Service Inspection
  3. Cleaning and waste processing
  4. VOC Emissions
  5. Environmental: Waste disposal
  6. Out-of-Service Lost Revenue
  7. Alternative Tankage
  8. Health and Safety Worker Protection
  9. Pollution Liability Insurance
SET up Comparison b/w OOs and In service Method
OOS(Out of Service)
In Service
Cost Reduction

By comparing OOS(Out of Service Method) & In service Robotic Inspection Method it is concluded that 80 % cost can be saved by Robotic Inspection Method with increased operational hours of Back wash water storage tank till the next inspectin interval as a long list of cost enhancing factors is eliminated which are used in typical OOS inspection such as scaffolding,downtime,alternate tankage, Surface preparation/sand blasting & cleaning, Manpower Hours etc.

 

Robotic Surface Preperation

Magnet Crawler
Surface Preperation Unit
Compatablity Vertical, Horizontal or Inclined Surfaces
Operating Pressure Upto 3000 bar (43,000 psi) and 50LPM
Surface Adhesion Method Crawler unit attaches to the work surface with inbuilt heavy duty MAGNETS
Waste Retrival Method Provision for retrieving peeled out paint or dirty water using vacuum system.
Fall Protection Standard unit comes with 2nos. fall arrestors in case of lost magnetic field due to uneven or damaged surfaces
Advantages Eliminates Scaffolding, Reduces Manpower, Increases Production Rate, Remote Controlled, Zero Moisture, Clean and Ready surface for Painting, Waste Collection etc.
Application Surface Preparation to WJ1 /WJ2 Standards, Shipping Industry for Hull blasting, Holding Tanks and B , Oil and Gas Industry for Storage Tanks, Concrete Cleaning, Bunker Cleaning etc.
Production Rate 60 to 120 sq. m/hr.

The magnet crawler is a carrier vehicle. It consists of an aluminum lightweight construction. The carrier construction includes two drive units. By magnet force the crawler is held on the steel surface to be treated. The magnets that are used are encapsulated in seawater resistant stainless steel and have a high adhesion force. This enables, among others, the work with high water pushback forces. The electric (optionally pneumatic) drives enable an infinitely variable drive speed. The control is done via remote control.

Applications

At the moment the crawler is mainly used in cleaning of large tanks and ships in combination with high pressure water of up to 3000 bar. Optionally, the water can be sucked up directly with the material that is removed and upon request, can be recycled. Furthermore, there is the option to use the crawler for other applications, e.g. cutting, blasting, and inspection (camera) work.

Module I – Double valve silo
Function principle Cyclone separator
Discharge container volume 45litrs
Supply Voltage 230V / 60Hz
24V / DC 6 – 12 Bar
Module IIII – Electric Suction Device
Version A / 11 KW
Air Transport Volume 700 m3/h
Under-Pressure p= 500 mbar
Supply Voltage 32A
Version B / 22 KW
Air Transport Volume 1.400 m3/h
Under-Pressure p= 500 mbar
Supply Voltage 63A
Version C / 33 KW
Air Transport Volume 2.100 m3/h
Under-Pressure p= 500 mbar
Supply Voltage 400V/50Hz
Module III – Air Vacuum Suction Device
Version A / Single Suction Head
Air Transport Volume 700m3/h
Under-Pressure p=500mbar
Compressor Power 8bar at 8 m3/h
Pneumatic operation pressure 6 – 12 bar
Version B / Twin Suction Head
Air Transport Volume 1.400 m3/h
Under-Pressure p= 500 mbar
Compressor Power 8bar at 12m3/h
Pneumatic operation pressure 6 – 12 bar
Vacu Mag 3000
Technical Data VacuMag
Working Pressure up to 3000bar / 40l/min
Working width 400mm
Magnets Cpermanent magnets, encapsulated in stainless steel
Operating voltage, motor 36 V – 48 V
Weight robot ca. 96 kg plus swivel
Scope of supply control Switch on carriage Compl.In stainless steel radio- controlled remote, 50m cable.
Weight control box 45kg
Dimensions (H,W,L) 1100mm x 700mm x 500mm
Electric CEE plug 110 – 230
IP protection class IP 65

 

Seikowave 3DSL RHINO System

Introduction

Seikowave 3DSL NDT RHINO System features an ergonomic design and a hand-held ruggedized system for measuring and analyzing metal loss and mechanical damage on pipes and other infrastructure.

Taking measurements with the 3DSL Rhino is a sample of the step process:

Applications
  • Midstream transmission pipeline damage assessment
    • ASME B31G, modified ASME B31G, RSTRENG
    • ASME B31.8, ASME B31.4
    • Export for finite element analysis (FEA)
  • Chemical and Petro-chemical plant inspection
    • API 579 compliant
  • Aircraft inspection
    • SRM compliant analysis
  • Bridge inspection
    • Metal loss on bolts and gusset plates
    • Strain and deformation of gusset plates
  • Weld inspection
3DSL NDT Software Suite

The software tool designed to enables fast, accurate fitness for service calculations a variety of infrastructure.

3D Data Acquisition Software

The process for assessing an anomaly begins with a 3D Image. The 3DSL Rhino can make a detailed Surface measurement in under a second.

Pipeline Analysis Software
Corrosion Analysis:

This option allows the user to input interaction rules, to combine defects, and extract the river bottom profile.

Corrosion Analysis:

This option allows the user to input interaction rules, to combine defects, and extract the river bottom profile.

IMPLEMENTATION
Calibration

Before the inspection of the pipe, Verify the calibration by taking an image and reading of the verification standard. The software will give the result of calibration as passed and will generate calibration report.

Sketch of the Inspected Location Points of 20” Pipe in Aramco Abqaiq Plant
  • Location 1
  • Location 2
  • Location 3
Inspection Findings
Location-1: Traceable and Corrosion Software Analysis
Traceable
Corrosion Software Analysis
Location-2: Traceable and Corrosion Software Analysis
Traceable
Corrosion Software Analysis
Location-3: Traceable and Corrosion Software Analysis
Traceable
Corrosion Software Analysis
CONCLUSION
Inspection Points Area Width Length Max Depth
Location 1 0.303”(7.70mm) 0.453”(11.51mm) 0.699”(16.99mm) 0.073”(1.85mm)
Location 2 0.209”(5.31mm) 0.354”(8.99mm) 0.591”(11.01mm) 0.090”(2.29mm)
Location 3 2.131”(54.13mm) 1.083”(27.51mm) 1.969”(50.01mm) 0.090”(2.29mm)
COMPARISON
  • The RHINO 3DSL scanner solution is the logical evolution over traditional NDT techniques for pipeline external corrosion, dent and crack inspection.
  • The latest innovations in 3D scanning provides improved data quality using a unique dynamic referencing system and appropriate reference surface.
  • The inspection speed can be more than 80 times faster than the pit gauge technique considering the time to setup, perform the inspection, and run the analysis to generate a report.
  • Repeatable results are ensured by the scanner design and the auto-generated reports with accuracy.
  • Pit gauge method does not compensate for any flatness, ovality or deformations affecting the real pipe geometry.
How can we reliably detect cracks?
Current Issues
  • The sensitivity of human and camera vision systems is affected by lighting condition
  • The selectivity (ability to identify a crack) for human vision is influenced by contrast, fatigue, visual acuity
  • Camera vision systems do not inherently possess selectivity
Need to Have
  • Improved sensitivity
  • Improved selectivity
  • Immunity to fatigue
  • Immunity to low contrast
Visual inspection for cracks
  • Cracks have low contrast ratios relative to surrounding material
  • POD for 6mm crack with appropriate lighting is 35% (90% confidence)
  • POD deteriorates for reduced lighting
  • Crack was not detected either by Level 2 NDT VT Technician or traditional machine vision camera image analysis
3DSL RHINO inspection for cracks
  • Data acquired using the 3DSL Rhino 200 mounted on a BIKE robot
  • Feature extraction (similar to approach used in “painting”)
  • Defect classifier identified crack
  • Crack length and width extracted from 3D data
ROBOTIC INSPECTION with RHINO SYSTEM
  • No need for internal scaffolding, blinding of piping, lock & tag out, confined space entry, and associated permitting
  • 3DSL Rhino is mounted to the GE BIKE robot using a mechanical fixture
  • 3DSL Rhino and GE BIKE robot are operating using the same ruggedized system controller
  • 2D wide angle image acquisition and 3D image acquisition and analysis are used to determine the location and impact of infrastructure damage
  • 3D LOC feature enables the location of anomalies to be tagged and allows the BIKE to return to a specified location
  • Visual HD Camera and UT Scan

 

Introscan - Case Study-2

Pipeline testing by A2072 INTROSCAN Report Rev.01
Saudi Aramco (Shybah - GOSP # 2) and Isotopes Arabia Mock-Up Pipe

01st September 2019

  • Introduction

    A2072 INTROSCAN is an inspection robot system for intelligent pigging of gas pipelines in empty state (free of gas products). The main purpose of the inspection system is detection of irregularities by means of visual and ultrasonic guided wave inspection units on board of the magnetic wheel crawler traveling inside of the pipeline.

    The technology and inspection system has been developed by Acoustic Control Systems - ACS Group and is represented in KSA by Isotopes Arabia.

  • System functionality
    • Transport vehicle

      The wirelessly driven crawler unit can be inserted to the pipeline via available manhole hatches and capable to insect pipelines with OD > 500 mm. The dimensions of the access holes must be > 320x240 mm.

      The inspection of pipelines is provided without additional clean-up operations, at that the scanner moves in a path along the pipe passing-by the contaminated areas.

      The range of robot coverage is 2 km for Straight Sections and 1 km for Elbow and Tee Joints Passage Sections.

      Fig. 1: Pipeline Inspection by wireless intelligent pigging system INTROSCAN
    • Visual screening

      The A2072 INTROSCAN is equipped with two slewing optical HD cameras (1280x720 Pixels) installed in front and on the back of the vehicle for visual inspection of the

      Fig. 2: Slewing optical cameras for visual inspection integrated in A2072 INTROSCAN
      Fig. 3: Near-field image of the front HD camera
    • Ultrasonic screening for corrosion and stress-corrosion detection

      The ultrasonic testing of pipelines is performed by means of shear-horizontal guided waves (SHo mode) propagating perpendicular to the traveling direction of inspection vehicle. While moving in axial direction of the pipe the array of ultrasonic Dry-Point -Contact transducers generates and receives guided waves, propagating in circumferencial direction of the pipeline. For detection circumferencially oriented material flaws, e.g. cracks in girth welds, the inspection unit has to travel in circumferencial direction insonifying the pipeline in axial direction.

      Data obtained in pulse-echo mode by transducer array are in real-time transferred to the control PC to be processed by Synthetic Aperture Focusing Techique (SAFT) algorithm. The data processing and evaluation for the inspection results is performed off-line in a separate evaluation software.

      The inspection range of the guided wave inspection is limited by several hundred millimeters in both directions 800 mm depending on sound attenuation value and maximum up to 1000mm both sides. Thus, for covering 100% of pipe circumference several axial scans must be performed.

      DPC transducers applied for sound generation and receiving pulse-echo data require no ultrasonic couplant.

      Fig. 4: Array of Dry-Point-Contact transducers integrated in A2072 INTROSCAN
  • Calibration procedure
    • Reference specimen

      The instrument calibration has been performed on the mockup having nominal wall thickness of 9.5 mm with artificially introduced reference reflectors (notches and flat bottom holes) placed at different locations of the mockup. The notches representing crack-like defects have orientation in axial direction (first group of 7 notches) and circumferential direction (second group of 7 notches). Further, flat bottom holes have been introduced representing corrosion-like defects (see Fig. 5).

      It can be stated that longitudinally oriented notches can be detected whale scanning the pipeline in longitudinal direction, while for detecting second group of the notches a circumferential scan has to be conducted.

      Flat bottom holes (FBH) have unidirectional beam directivity and can be detected by any scanning direction. Although, FBH are weaker reflectors and should be preferably detected at smaller distance from the transducer array.

      Fig. 5: Locations and dimensions of the artificial defects introduced in the the pipeline mockup
      Fig. 6: Mock-up of the pipeline with artificial reference reflectors
    • Calibration results

      Figures 7 and 8 represent the results of calibration scan performed in axial and circumferential direction accordingly. In both scans the artificial reference reflectors could be detected with sufficient signal-to-noise ratio. Based on the performed calibration scan the rejection level has been chosen equivalent to the notch with 20% of the wall thickness and length of 20 mm.

      Fig. 7 a) Axial scanning direction
      Fig. 7b) : C-Scan image by A2072 axial scanning in "1 hour" position with detected artificial reflectors (longitudinal notches)
      Fig. 7c) : C-Scan image by A2072 with the thickness range recorded as display below.(9.1-9.4mm)
      Fig. 7d) Notch 1 Longitudinal Direction
      Fig. 7e) Notch 2 Longitudinal Direction
      Fig. 7f) Notch 3 Longitudinal Direction
      Fig. 7g) Notch 4 Longitudinal Direction
      Fig. 7h) Notch 5 Longitudinal Direction
      Fig. 7i) Notch 6 Longitudinal Direction
      Fig. 7j) Notch 7 Longitudinal Direction
      Fig. 7k) Notch 8 Longitudinal Direction
      Fig. 71) FBH 1
      Fig. 7m) FBH 2
      Fig. 7n) FBH 3
      Fig. 70) FBH 4
      Fig. 7p) FBH 5
      Fig. 7q) FBH 6
      Fig. 8a) Circumferential Scanning Direction
      Fig. 8b) : C-Scan image by A2072 scanning in circumferencial position with detected artificial reflectors (circumferencial notches)
      Fig. 8c) Notch 9 Circumferential Direction
      Fig. 8d) Notch 10 Circumferential Direction
      Fig. 8e) Notch 11 Circumferential Direction
      Fig. 8f) Notch 12 Circumferential Direction
      Fig. 8g) Notch 13 : Circumferential Direction
    • Inspection of a test section at ARAMCO

      After the calibration scans performed on the mockup of Isotopes Arabia, a trial inspection has been conducted on an ARAMCO object at Shaybah.

  • Results of the visual inspection
    • Photos by INTROSCAN

      Figure 9 shows recordings of the INTROSCAN front-camera in the far-field mode (infinite focus), where closed clapper valve and cancellated three-way plug can be observed.

      Fig. 9: Far-field images of the front HO camera

      Figure 10 shows the recording of the back camera of the INTROSCAN vehicle with the nearfield focusing, where pulled surface with the slight cracking can be observed.

      Fig. 10: Near-field image of the back HO camera
      Fig. 11: Far-field images showing welds of the front HO
      Fig. 12: Near field images focusing Welding of the back HO camera
      Fig. 13: Near field images focusing Welding of the front HD camera
      Fig. 14: Near field images focusing Nozzle Branch of the Rear HD camera
    • Results of the ultrasonic inspection

      The Figure 15 represent the C-Scan image recordings with the Thickness Chart with Different thickness ranges from 15 to 80mm recorded as displayed below in green.

      Fig. 15: C-Scan image by A2072 axial scanning in "2 hour"
  • Conclusion and Outlook

    The obtained results of INTROSCAN inspection can be summarized as following:

    • Trial inspection run at Shaybah plant has been conducted by the INTROSCAN inspection robot after preceding calibration performed on the mockup with artificial reference defects - notches of 20% wall thickness.
    • The instrument functionality could be confirmed in "native" environmental conditions (58°C inside of the pipeline).
    • Both visual and ultrasonic tests have been performed with no relevant / unacceptable indications.
    • Further trials on available mockups by ARAMCO with relevant defects and real objects with natural flaws for the purpose of further verification of the INTROSCAN inspection technology are eligible.
Defect # Start Point X Start Point Y Diameter Length Width Depth
Notch-1 200 540 N/A 20 1 2
Notch-2 322 520 N/A 20 1 2
Notch-3 445 500 N/A 20 1 2
Notch-4 563 475 N/A 20 1 2
Notch-5 685 455 N/A 20 1 2
Notch-6 805 435 N/A 20 1 2
Notch-7 930 415 N/A 20 1 2
Notch-8 1050 395 N/A 20 1 2
Notch-9 1270 525 N/A 20 1 2
Notch-10 1341 440 N/A 20 1 2
Notch-11 1410 350 N/A 20 1 2
Notch-12 1480 260 N/A 20 1 2
Notch-13 1550 170 N/A 20 1 2
FBH-1 5030 540 10 N/A N/A 2
FBH-2 5140 505 10 N/A N/A 2
FBH-3 5250 475 10 N/A N/A 2
FBH-4 5360 450 10 N/A N/A 2
FBH-5 5470 420 10 N/A N/A 2
FBH-6 5580 395 10 N/A N/A 2
All Measurements are in mm.

 

Concrete and tank foundation assesment MIRA

Ultrasonic Imaging For Concrete Infrasturcture Condition Assesment and Quality Assurance (MIRA)

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