bim -- berthing impact monitoring
DESCRIPTION
BIM -- Berthing Impact Monitoring. Why Monitor B erthing Impacts. ?. Two Types of Impacts. BIM Principle - General. BIM System Structure. P yramid S tructure System. BIM System Schematics. Mechanical Design & Installation. BIM Principle – Impact Energy Amplitude. - PowerPoint PPT PresentationTRANSCRIPT
BIM -- Berthing Impact Monitoring
A new technique that measures the impacts between ships and docks
Collects base data for many marine safety applications
BIM is a concept, not a product.
Its approach and design has been evolving since 2005
?Provide Berthing Impact Measurement and Visualization
Provide Berthing Accident and Fender Damage Warnings
Analyze and Understand Berthing Impacts
Improve Dock and Ship Design to Minimizes Damages Caused by Berthing Impacts
Why Monitor Berthing Impacts
Two Types of Impacts
Two categories to be studied from different angles.
• Frequent, caused by ship mooring oscillations• Low contact speed, low amplitude• Leads to shallow and cyclical fender compressions• Useful for long term dock – ship structural study.
Mooring fatigue impacts
• Infrequent, caused by ship berthing• High contact speed and high amplitude• Leads to deep fender compression• Useful for accident and damage detection.
Berthing impacts
BIM Principle - General
Stem from Inertial Guidance System, or motion tracking using measured acceleration• Accelerometer – linear acceleration• Gyroscope – angular acceleration
Use marine fender system as berthing impact monitoring medium
Tracks fender motions using specialty INS algorithm and produce dynamic 3D model of the fender system in a computer
Measure berthing impact using known correlations with fender motions
BIM System StructurePyramid Structure System
Base Tier – PSU ( Field Installation ) • Positioning Sensor Unit, integrates a MCU, an accelerometer,
a gyroscope, a magnetic sensor, and other specialty sensors
Middle Tier – LIS ( Field Installation )• Local Interface Station, high powered MCU that communicates
with PSU and CS, and controls fender system AV alarm device
Peak of the Pyramid – CS ( Control Room )• Central Station, a computer workstation with network
connections with field LIS and other network computers
BIM System Schematics
PSU are mounted on predetermined locations on
fender frontal structure
CS continuously updates position and heading of fender
model using PSU real time coordinates
3D model yields real time fender system geometry and
motion characteristics ( angles, velocities, and displacements )
Mechanical Design & Installation
Components Per Fender System
• One LIS enclosure, with main battery. • A number of PSU enclosures• Antenna and AV alarm device • Optional auxiliary battery enclosure
Internal Installation
• For new fender system installation• Installed inside fender frontal structure
External Installation
• For existing fender system installation • Anti fouling design with minor protrusion• Require design review to avoid conflict with existing fender system
BIM Principle – Impact Energy Amplitude
Ship Berthing Contact Velociy Vix -- The initial movement speed reading of the first fender system contacted
by the ship during a berthing
Ship Berthing Impact Kinetic Energy Amplitude Es is calculated based on Vix and known ship and
dock characteristics
Es = 1/2 M x V^2 x Ce x Cm x Cs x Cc Whereas M: ship loaded mass V: MEASURED ship berthing configuration velocity Vix Ce: ship eccentric coefficient Cm: ship mass coefficient Cs: ship softness coefficient Cc: berth configuration factor
BIM Principle – Impact Load Amplitude
BIM monitors compression displacements of all fender elastomers and interpolates their real time reaction forces using their C-RE curve
Instantaneous Berthing Impact Load RT = total fender reaction force of all fender elastomers compressed by the berthing ship
BIM Interpretations, Terminologies & Definitions
Indicators InterpretationDX Indicates fender compression displacment due to ship contact, used to derive compression rateDXP Indicates fender displacement away from the pier due to abnormal berthing / fender damageDY Indicates fender displacement due to ship movement along the pierDZ Indicates fender displacement due to wave surge and fender panel upward & downward impact
AFHA Indicates fender horizontal angular compression due to berthing angleAFVA Indicates fender vertical angular compression due to flare, or top and bottom loadingAFTA Indicates fender twist around fender axisAT PSU N n Attitude angle arrays of PSUs on the same BIM sub system.
VX Indicates fender compression speedVY Indicates how fast the ship is moving along the pierVZ Indicates how fast the ship is moving vertically
VIX Indicates the ship's initial contacting / berthing speed
CNn Indicates the compression rate of an indivisual fender elastomerENn Indicates energy absorbed by each individual fender elastomerEN Indicates energy absorbe by each fender systemET Indicates the total energy absorbed by all fender systems during a berthing
ES Indicates the ship's kinetic energy based on initial berthing speed Vix
RNn Indicates reaction force of each indivdual fender elastomerRN Indicates reaction force of each fender system
RT Indicates the total instantaneous reaction force of all fender systems
ACFNn Accumulated compression ( fatigue) on 3 axes of each fender element ( if not replaced with new )ACRNn Accumulated compression ( rated) on 3 axes of each fender element ( if not replaced with new )ACANn Accumulated compression ( alarm) on 3 axes of each fender element ( if not replaced with new )
BIM Graphic User Interface
Fender System View Window
• Monitoring details of one particular fender system• Five real time 2D views of the fender system • Real time 3D view of the fender system• Comprehensive data - warning table• Integrated ER curve view• Fender system navigation window
Berth Overview Window• Birdseye view of a marine terminal and its BIM system status
Provides many other functions such as historical data replay and research
BIM – Comprehensive Fender Monitoring
Excessive fender system motion warnings
• System permanent deformation• Frontal structure permanent deformation• System restraints damage
Permanent fender system damage detection
• Insufficient / diminished fender energy capacity • Insufficient fender panel design• Insufficient restraints• Insufficient fender arrangement
Fender system design improvement recommendation
Fender motion historical database
Moored Vessel Accidental Drift Monitoring
BIM monitors the “absence” of mooring fatigue impacts
Drifting signature 1 – excessive "Non Impact Intervals“ (NII)
Drifting signature 2 -- “Vessel Drift Pattern”
• “NII“ emerge on one end of the berth, and spread towards the center and go beyond a "pivot point”
Vessel Drift Alarm trigger upon detection of drifting signature
Mathematic Foundation
To convert the attitude measurements of the fender frontal structure for 3D rendering
• Simplicity
Input Method - Euler Angles algorithm
• Low computation & data storage strain, orthogonality and low data divergence
Attitude Matrix Conversion - Quaternion algorithm
• Easy 3D rendering without Gimbal lock
Output – Rational Vectors
Calibration & Synchronization
BIM Calibration Apparatus
• Numerical controlled 3 axis rotation platform with digital feedback
Motion Sensor
• Stationary state calibration• 3 axis rotation calibration with Kalman filters
Magnetic Sensor calibration
• 3 axis rotation deriving compensation values in XY / XZ / YZ plane
MCU Clock Synchronization
• Sensor data issued with time stamp by MCU• Routine time synchronization amongst MCU clock
Error Correction
External Reference
• Additional sensors such as magnetic field sensors
Arbitrary Recalibration
• BIM automatically recalibrate upon stationary state
Redundant data Set
• Multiple PSU installed on the same fender system to provide multiple data sets for weighted average, or error detection by comparison
Known Geometry Correction
• Correction performed when measured system design geometry deviates from design geometry in non deformation scenario
Future of BIM Technique
Fender reaction load sensor integration
Integration of micro vibration power generation ( Wireless inductive battery recharging scheme under
testing )
Develop berth specific fender life expectancy
Development of “accident preventive" berthing impact threshold set
Revolutionize fender element and fender sysetm design and allow fine tuning of existing fender design
Integrates into “smart harbor” information structure
Provide data for dock structural fatigue study
Thank You !
BIM Development TeamJohnny Qiu – Author, Original Concept / Functionality / GUI Design
Wei Yu – Co-author, System Design, Software ProgrammingGuoping Tang – Hardware & Mechanical Design
Weimin Xia – Software ProgrammingCuiping Jin – Fender Integration Design
COPRI / PIANC PORTS 2013 PIANC Smart River 2013 Aug. 25-Aug. 28. 2013 Sept. 26, 2013 ( Paper No. 193 )Sheraton Seattle Hotel Palais des Congrès1400 Sixth Avenue Esplanade de l'Europe 2/A, 4020 Seattle, WA 98101, USA Liege, Belgium
Contact Information
Zalda Technology Integrated Solutions for Berthing, Fendering, and Mooring
2488 Technology Dr.Hayward, CA 94545-4867
T. +1 510-783-4910F. +1 510-783-1897
W. www.zaldatechnology.com/BIM.htmlE. [email protected]