Chia Po Lin EWTEC Lisbon 1995. PhD Thesis Edinburgh University.

Slides:



Advertisements
Similar presentations
20,000 Pound Maximum Capacity
Advertisements

References Which were useful? Sources Fluid Power with Applications; Anthony Esposito Basics of Hydraulic Systems Qin Zhang Hydraulic and Pneumatics.
Force Scenario Solutions
Dr. Steve Peterson Physics 1025F Mechanics NEWTON’S LAWS Dr. Steve Peterson
Lecture 3: Take-off Performance
Back Safety and Lifting
Lecture 30 November 4, 2013 ECEN 2060 Lecture 30 Fall 2013.
PErforM for work teams Insert presenters names and titles.
Tool removed during cycle Fault #2 Conditions for setting Tool cocked prox switch goes open during cycle AND force on load cell drops below limit in fault.
Principles of Flight Chapter 6 – Helicopters. Introduction A helicopter generates both lift and thrust by using its rotor blades rather than wings. Blades.
Geology 3120 Powerpoint notes available online at:
PHYSICS 231 INTRODUCTORY PHYSICS I
Measurement of Kinematics Viscosity Purpose Design of the Experiment Measurement Systems Measurement Procedures Uncertainty Analysis – Density – Viscosity.
PHY131H1F - Class 11 Today, finishing Chapter 6: Friction, Drag Rolling without slipping Examples of Newton’s Second Law Microscopic bumps and holes crash.
Principles Of Rotary Flight
Power Generation from Renewable Energy Sources
SACE Stage 1 Conceptual Physics
 Model airplanes are sized down models of an aircraft  The calculations are easy and the importance is given to building of the plane.
Give the expression for the velocity of an object rolling down an incline without slipping in terms of h (height), M(mass), g, I (Moment of inertia) and.
Kite Science Why a Kite Flies?.
Vibration Isolation Overview Session 3 Examples. Choosing the right part Example.
FRR Presentation IF AT FIRST YOU DON’T SUCCEED, TRY AGAIN… AND AGAIN AND AGAIN AND AGAIN.
اصطکاک جناب آقای دکتر جوادیان.
SAFETY PLAY OF THE WEEK Ergonomics in the Work Place.
Long pallet heavy workpiece MTS + on a large milling machine.
Percussion drilling By Batch -2. Percussion drilling Cable Tool Drilling Percussion drills have been used to drill thousands of feet, though they are.
2009 MESA Nationals Windmill Pilot Project Patrick Rinckey Leonard Vance 25 October 2008.
– coefficient of kinetic friction
Power Generation from Renewable Energy Sources Fall 2012 Instructor: Xiaodong Chu : Office Tel.:
Structural Engineering
KNUDSEN PUMP. WHAT IS IT? Vacuum pump Principal of thermal transpiration temperature gradient causing the gas molecules to move from one side of the tube.
4.4 SOIL NAILING SOIL NAILING IS A REINFORCEMENT METHOD TO REINFORCE THE GROUND WITH STEEL BARS OR STEEL BARS IN GROUT FILLED HOLES. IT IS MAINLY USED.
Narrow tank productivity in the 46 spectra. Henry Young 1982.
By Lucas Hendriks 2008 Manual Handling – OH&S. by Lucas Hendriks 2008 What is manual handling? Manual handling is any activity involving the use of muscular.
Lav meeting F. Raffaelli INFN – Sezione di Pisa C. Capoccia LNF, A. Cecchetti INFN – Sezione di Frascati CERN, Dec13 th, Feet friction studies. -Installation.
DO NOW  Complete the problems under Do Now on your Daily Organizer.
RELIABILITY IN DESIGN 1 Prof. Dr. Ahmed Farouk Abdul Moneim.
Edit this text for your title Edit this text for your sub-title Presenter name, location, date etc. MEK 4450 Marine Operations Kværner ASA / DNV, Fall.
Chapter 4 Dynamics: Aim: How can we describe Newton’s Laws of Motion? © 2014 Pearson Education, Inc.
FLUID POWER CONTROL ME604C.
ALL BELT CONVEYORS ARE SUPPORTED BY FREE BEARINGS 1. DRIVE PULLEY, 2. NON DRIVE PULLEYS 3. ROLLERS IN CARRYING AND RETURN SIDE.
Spring Hill Assembly1 InnoSys Park Brake Tool Master Control Panel Screens 1 3-Mar-2008.
T2K Remote Handling T. Sekiguchi (KEK) on behalf of Tada (KEK) 2012/11/10.
Tool Removed During Cycle Fault #2 Conditions for Setting Tool cocked prox switch goes open during cycle AND force on load cell drops below 5 lbs. Active.
Results Verification Has the model been correctly implemented?
Different cable reel has a different role. Hysteresis type cable reel working principle and scope The working principle of A. Power control system is.
Page 1 GSI, Hydraulic Actuators for PANDA Target Spectrometer Jost Lühning, GSI Darmstadt Functional Specifications for moving the TS: Two synchronous.
Session 2: Saws, Part 2; Other Power Tools
Fixed Pitch & Constant Speed Propellers
SBN Far Detector Installation & Integration
NA62 LAV Anti1 REMOVAL & TESTS
The perfect Machine tool for your first FINN-POWER
Friction.
Tool removed during cycle Fault #2
Winds and Forces Atmospheric Sciences 101.
RELIABILITY IN DESIGN Prof. Dr. Ahmed Farouk Abdul Moneim.
c/Maj Christopher Greves
WAVE.
Sonde Specifications Piezoelectric P wave transducer
Warm-up 2/29 Add weight to your formula chart (definition should be in your notes) A ball has a mass of 1 kilogram. Find its weight in newtons on Earth.
Physics: Review Forces.
Aim: How do we explain motion along an inclined plane?
Weight Reaction Force Tension Thrust Friction.
DESIGN, SYSTEM PERFORMANCE, ECONOMIC ANALYSIS
Understanding Variable-Geometry Outriggers
Chia Po Lin EWTEC Lisbon PhD Thesis Edinburgh University
Equations, Performance, Electrical Equivalent Circuits
Robotics Lifting Things
Mechanics Chapter 3 Vertical Motion.
Gravity Vehicle San Diego Regional.
Presentation transcript:

Chia Po Lin EWTEC Lisbon PhD Thesis Edinburgh University

Thanks to Wikipedia

Surface tension force = 4 x Side x 73 milliNewton / metre at 15C Buoyancy force = Side 3 x 1000 kilogram /metre 3 x g

Buoyancy = surface tension at 5.5 mm side cube

1% error for a 55 mm cube. One part in 340 for a 100 mm cube

Combined Capillary Gravity

1% error at 121 mm. 1 in 1700 at 500 mm

Drag coefficients as a functions of Reynolds number. Hermann Schlichting

,000 Nearly 1000 :1 OK. Then a drop by a factor of 4 at ReN = 500,000

Full scale cylinder diameter 10 metres Full scale wave trough to crest 4 metres Full scale wave period 9 seconds What scale gives Reynolds number of 500,000?

Full scale cylinder diameter 10 metres Full scale wave trough to crest 4 metres Full scale wave period 9 seconds What scale gives Reynolds number of 500,000? 10 :1

Full scale cylinder diameter 10 metres Full scale wave trough to crest 4 metres Full scale wave period 9 seconds What scale gives Reynolds number of 500,000? 10 :1 But drag forces are ~ 1/30 less than inertial forces and 90°out of phase so who cares?

NASA

1/1001/101/1 Model / device cost £5 - £1k£10K- £200k£3m-£20m Model weight 1kg1 tonne 1000 tonne Launch time minutes1-5 days~>year Repeatability 1:1000 Tank 1:1000 Open sea 0 0 Test duration 128 sec10 minmonths Control √√X Fault repair time hoursdaysMonths- >1 year Drag coefficient error 400%

Not understanding ‘off-the-shelf’ components and materials. Because investors give launch date priority over reliability.

Trying to survive loads above those at the economic limit.

What the sea is doing to your part every ~10 seconds What fraction of your parts will fail

MTBF2 = 67.2 days Need mean stress 6.3 times std. deviation to get MTBF = 150 years

Using the wrong installation equipment.

.... standing up in a hammock

SUGGESTED CRAWLER SPECIFICATION Frame dimensions12.19m x 2.43m x 2.59m Weight30 tonne Power100kW Smooth seabed, side-on, no slide current5 m/sec Side-on no roll 1 m clearance11 m/sec Vertical lift all 8 legs300 kN Horizontal thrust400 kN Walking speed280 mm/sec = 0.55 knot 360 degree azimuth rotation11 min Step size with digital hydraulics1 mm Mud pressure with maximum size feet12 kPa Maximum obstacle clearance2.1 m Slope climbing on rock45 degrees Payload tools and materials20 tonne

Conventional work vessel Pull only. Very slow direction change.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends. Hard fragile skin punctured in tens of millimeters.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends. Hard fragile skin punctured in tens of millimeters. Fixed wave response not matched to client.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends. Hard fragile skin punctured in tens of millimeters. Fixed wave response not matched to client. Independent operation.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends. Hard fragile skin punctured in tens of millimeters. Fixed wave response not matched to client. Independent operation. Potentially fatal heel induced by work forces.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends. Hard fragile skin punctured in tens of millimeters. Fixed wave response not matched to client. Independent operation. Potentially fatal heel induced by work forces. Winches, cranes and own electrical generation.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends. Hard fragile skin punctured in tens of millimeters. Fixed wave response not matched to client. Independent operation. Potentially fatal heel induced by work forces. Winches, cranes and own electrical generation. Too heavy to be lifted by container crane.

Conventional work vessel Pull only. Very slow direction change. Needs intelligent heavy lift capability at both ends. Hard fragile skin punctured in tens of millimeters. Fixed wave response not matched to client. Independent operation. Potentially fatal heel induced by work forces. Winches, cranes and own electrical generation. Too heavy to be lifted by container crane. Conventional GPS with precision of tens of metres.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection. Soft skin deflecting > 2 metres.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection. Soft skin deflecting > 2 metres. Wave response adjusted to match client object.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection. Soft skin deflecting > 2 metres. Wave response adjusted to match client object. Co-operation between multiple units from a single point.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection. Soft skin deflecting > 2 metres. Wave response adjusted to match client object. Co-operation between multiple units from a single point. No heel induced by work forces.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection. Soft skin deflecting > 2 metres. Wave response adjusted to match client object. Co-operation between multiple units from a single point. No heel induced by work forces. Source of electrical, hydraulic and pneumatic power.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection. Soft skin deflecting > 2 metres. Wave response adjusted to match client object. Co-operation between multiple units from a single point. No heel induced by work forces. Source of electrical, hydraulic and pneumatic power. Sea container handling points.

Ideal Installation vessel Push, pull, twist and shear 280 kN in any direction in seconds. Fast connection and disconnection. Soft skin deflecting > 2 metres. Wave response adjusted to match client object. Co-operation between multiple units from a single point. No heel induced by work forces. Source of electrical, hydraulic and pneumatic power. Sea container handling points. Local differential, carrier-phase navigation.

Has lovely animation of rotor blade angles.

What we did wrong the first time Had a leadership which wanted us to fail. Now every developer wants every other developer to fail. Will this majority succeed?

What went wrong the first time ?

Having a leadership that secretly wanted the project to fail.

What went wrong the first time ? Having a leadership that secretly wanted the project to fail. Choosing a single very big target 2 GW.

What went wrong the first time ? Having a leadership that secretly wanted the project to fail. Choosing a single very big target 2 GW. Relying on second rate consultants.

What went wrong the first time ? Having a leadership that secretly wanted the project to fail. Choosing a single very big target 2 GW. Relying on second rate consultants. Not thinking enough about phase.

What we are doing wrong now Moving in the wrong direction. Going to full scale with inadequate small scale measurements. Not understanding ‘off-the-shelf’ components and materials because investors give launch date priority over reliability. Trying to survive loads above those at the economic limit. Using the wrong installation equipment. Having sharp corners. Not reporting failures to one another. Not thinking enough about phase.

Moving in the wrong direction.

Going to full scale with inadequate small-scale measurements.