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8/18/2019 Advanced Topics in Stepped Hull Design - Robert Kaidy - IBEX Session104_1
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IBEX 2013 – SESSION 302
Adv. Topics in Stepped Hull DesignPage 1
Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Robert S. KaidyNaval Architect & CEO
360 NW ALICE AVE., STUART, FL 34994
O: 772-692-8551 E: [email protected]
www.ocean5inc.com
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Presentation Goal:
• Introduce design considerat ions for Stepped planing hull design
and optimization.
• Review the use of the “Wake Profile Method.”
• Identify strength , weaknesses, and l imits o f f i rst order
approach for design and optimization.
• Present examples using full size craft.
• Discuss use of CFD for Design and Optimization.
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Wake Profi le Method
1. Introduction
2. Definitions
3. Goals of Stepped Hull Design
4. Wake Profile Method4.1 Design Input & Output Parameters
4.2 Analysis Methodology4.3 Equilibrium Solution
5. Strengths and Weaknesses of WPM
6. Example Craft6.1 Savitsky/Morabito Validation
6.2 USNA Tow Tank Validation
7. CFD8. Conclusions
9. References & Resources
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
• Invented by Rev. Ramus of Sussex England in 1872.
• William Henry Fauber obtained a US Patent for hulls with multiple steps in 1908.
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
• Many craft were built to dominate the racing boat scene from the 1920’s, including Gar Woods.
• Many patents exist for stepped hull technology.
• Widely used in racing, pleasure performance craft and offshore outboard powered fishboats.
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Primary Advantages of Properly Designed
Stepped Planing Hull over non-stepped:
• Reduced Resistance
• Increased Speed
• Improved Efficiency
• Improved Seakeeping
• Compelling Marketing / Hull Story
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
• Reduced Wetted Area
– Reduced Viscous Resistance
• Optimal Trim Angle
– Planing Surfaces Operating at Best Lift/Drag Ratio
• Higher Efficiency Planing Surfaces – Multiple high Aspect Ratio Lifting Surfaces versus One Very Low
Aspect Ratio Surface
• Favorable Effects from Planing Speed to Max Speed
• Trim Angle Remains Optimal at nearly all Speeds,and constant at max velocity
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
• Air Lubricated
• Air Bearings
• Air … pretty much anything
• Ram Air Lift
• Big Steps = Fast Boat
• Little Steps = Fast Boat
• More Steps = Fast Boat
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Offsetting potential characteristics caninclude:• Higher off plane trim angles and resistance
• Dynamic instability / Porpoising
• High Speed Maneuvering Instability
• Potential for Hooking
• Surge in Seaway
• Structural Discontinuities
• Potential for improper or incomplete ventilation
• LCG Sensitivities
• Off Design or poorly designed craft with higher Resistance thanConv. Hull
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IBEX 2013 – SESSION 302
Adv. Topics in Stepped Hull DesignPage 10
Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Wake Profile Method Numerical
analysis method allows designer to:
• Create New Designs without relying on anecdotal rules of thumb
• Answer basic design questions:
– How does the resistance or speed change if we….
– Increase/decrease the step height
– Change afterbody angle
– Move step fore or aft
• Optimize existing designs
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
• Stepped planing hull design has classically involved the use of rough rules of thumb,
guess work and costly and some dangerous experimentation to answer the most
rudimentary design questions, including resistance, running trim angle, and effect of stepheight and geometry.
• Existing studies and data primarily associated with the design of seaplane floats, and
have been very limited utility as tools to develop new craft. (refer to reference list)
• A new method was needed to allow small craft naval architects to directly calculate the
effects of various design parameters on the overall design performance characteristics of
the craft.
• New Method for the 1st order computational analysis of stepped hulls created based on
work of Savitsky-Morabito and Hadler , “Wake Profile Method”
• Ocean5 has developed a new method based on the synthesis of existing data and
methods, to directly predict the performance of stepped hulls, and has incorporated this
method into new software for the naval architect, called Virtual Seatrial - VSt
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Afterbody Step
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Lab= Length of afterbody
aab= Angle of Afterbody measured from baseline
to keel
“ab” defined as subscript for afterbody values,
“fb” Forebody
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Components to achieve reduced Resistance:
3.1 Optimal running trim
3.2 Reduced Wetted Area
3.3 Increased Aspect Ratio Lifting Area
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
3.1 Optimal Trim
Planing Hull resistance is afunction of trim angle
Resistance bucket exists for allplaning hulls at ~4.3 Degrees
Resistance increases rapidly at
lower trim angles
Resistance relatively constantfrom 3.5 to 4.5 deg.
Conv. Planing hulls trim angledecreases with speed, creatinghigher wetted resistancecomponent at higher speeds
A craft with trim control atoptimum trim angles would havelower resistance
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
3.2 Reduce Wetted Area• Result of trim control
• Result of splitting planing area into two more highly loaded areas.
V=40 knots V=40 knots
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
4.1 Input & Output
Parameters
4.2 Analysis
Methodology – Use ofWake Profile Modeling
4.3 Equilibrium Solution
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
After Body Parameter Variable
1.1 Chine Beam Bab1.2 Step Height hS1.3 Length Lab1.4
Deadrise ab1.5 Keel Angle ab
Characteristic Approach
2.1 Chine Flat WidthChange Effective
Deadrise
2.2Chine Section
Shape / Angle
Change Effective
Deadrise
2.3 Keel Flats / PadsChange EffectiveDeadrise
2.4Air Entrainment
Devices & EffectsN/A
2.5 Strakes Savitsky /Hadler
2.6Step Planform
ShapeN/A
Other InputsDirect Design Input Variables
Outputs at Equilibrium:
Total and Component
Resistance
Total and Component Lift
Craft Trim Angle
Wetted Lengths
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
After Body Parameter
1.1 Chine Beam
1.2 Step Height
1.3 Length
1.4 Deadrise
1.5 Keel Angle
Characteristic
2.1 Chine Flat Width
2.2Chine Section Shape /
Angle
2.3 Keel Flats / Pads
2.4Air Entrainment Devices &
Effects
2.5 Strakes
2.6 Step Planform Shape
Other Inputs
Direct Design Input Variables
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
In general, solution incorporates:
• Semi-Empirical Steady State Equilibrium Solution using Savitsky Hadler• Problem is broken into three parts, forebody, step, afterbody:
Solt’n Area Inputs Outputs Source
S u m L
i f t , R e s i s t a n c e a n d p i t c h i n g
m o e m t s
a b o u t L C
G
& I t e r a t e o n T r i m t o
F i n d
E q u l i b r i u m
Forebody
•Displacement
•Projected Chine Beam,
•Deadrise
•LCG, VCG
•Speed
•Resistance
•Lift
•Trim Angle
•Wetted Keel Length
•Wetted Chine Lengths
Savitsky /
Hadler
Step
•Step Height
•Trim Angle
•Speed
•Deadrise
•Height of Wake at any point along X
•(Based on this data we can calculate
afterbody keel and wake intersection
point, and therefore calc. Afterbody
Wetted keel length and effective trim
angle based on wake slope)
Savitsky-
Morabito
Afterbody
•Wetted Keel Length,
•Trim,
•Projected Chine Beam,
•Deadrise,
•Speed
•Resistance, LiftSavitsky /
Hadler
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
• Wake Model Fundamentally Connects Forebody with Afterbody
• Savitsky-Morabito work defined Wake Profile curve as a function which can be readilycalculated.
• Wake Curve can be intercepted with afterbody to determine afterbody wetting, and
effective trim angle.
• Wake Profile work based on Tow tank testing and direct measurement of the transom
wake profiles of various deadrise prismatic models.
• Data reduced and correlated with important design parameters to allow direct
calculation of wake profile.• Data interpolated to different deadrise angles based on the presented formulas and
data from 10, 20 and 30 degree tow tank tests.
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Savitsky – Morabito provide a model for wake profile based on tank testing:
Further, according to Faltinsen and Doctors, the flow separates from the step at speeds where with
Ds the draft at the step relative to the running waterline.
We employ the keel solution to interface with
the Hadler solution to calculated the wetted
keel length and planing area on the afterbody.
It is possible to use the quarter chord solution
to solve for the effects of step planform shape
by using the resultant calculated change inwetted area. This is an opportunity for future
work.
Note that K is coeff. for deadrise, interpolated from
Savitsky-Morabito wake Formulas, (for beta >=20, K=2.0)
, Wake Profile at Keel
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
LIMITS OF WAKE PROFILE METHOD:
Further, according to Faltinsen and Doctors, the flow separates from the step at speeds where with
Ds the draft at the step relative to the running waterline.
DEADRISE LIMITED – WITHIN BOUNDS OF TYP CRAFT
TRIM ANGLES LIMITED – WITHIN BOUNDS OF TYP CRAFT
ENSURES WETTED CHINE SOLUTION ONLY,
PREVENTS CASES WHERE SPRAY JETS WET
AFTERBODY (‘W AFTERBODY WETTING)
SETS LOWER BOUNDS TO PREVENT SPRAY JET WETTING OF
AFTERBODY (‘W AFTERBODY WETTING’)
BE CAREFUL HERE, THIS IS BEAM SPEED COEFF., = V/(qB)^1/2, & DATA &EXPERIENCE SHOWS FOR Cv BELOW 4.0 IS NOT ACCURATE.
THIS APPROACH MAY NOT WORK FOR VERY LONG, NARROW CRAFT…SUCH AS
CATAMARANS, BUT WE HAVEN’T YET TRIED IT
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
LIMITS OF WAKE PROFILE METHOD:
1. Solution Highly Dependent on Trim Angle
2. High Trim Angles Produce Erroneous
Results
3. Deadrise highly dependent on appendages,
such as pads and lifting strakes
4. May need to create a pseudo deadrise if
appendages are significant
5. Method Cannot predict simple potential
problems – Too Short Steps, Improper
Ventilation Paths
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
– Limited by Experimental Data Set
– Many factors not considered in
solution:
• Off-Design Low Speed Resistance and
trim
• Maneuvering
• Transverse Stability
• Seakeeping
– Other Aspects not Considered in
Solution:
• Planform Shape of Step
• Step Inlet geometry
• Ventilation systems/methods
• Edge Treatments
• Step Outer Wetting (“W Wetting”)
• Porpoising / Dynamics
Strengths:
– Predicts Resistance, trim and lift forces based on primary design parameters
– Allows incorporation of conventional appendages, including strakes, trim tabs, etc.
Limits and Weaknesses:
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Case Description Type
1 Savitsky /Morabito Validation Wake Profile Validation
2 Garland Validation Stepped Hull Tow Tank
TestingModel Trim vs. Velocity
0
1
2
3
4
5
6
7
0 5 10 15 20 25 30 35
Velocity (ft/s)
T r i m (
d e g r e e s )
UnsteppedHull
ZeroStep
Step Depth=6% ChineBeam
Step Depth= 4%ChineBeam
Step Depth= 2%ChineBeam
Savitsky Prediction
Displacement Semi-Planing Planing
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
6.1 Example Craft – Savitsk y/Morabito Val idat ion
Results Conclusions
• Wetted Length aligned well
• Vessel Trim aligned well
• Afterbody Lift overpredicted by
WPM versus Example
• Overall WPM appears to produce
results in good alignment with
validation case
• Validation case example only and
not tank model.
LOA = 32’
Bab = 7.8’
Bfb = 7.8’
ab = 12.5 deg
fb = 12.5 deg
Displ.= 10 KIP
LCG = 1.9’ Fwd. Step=15.4’
Hs = 5% Bab = 0.39’
Lab = 13.5’
ab = 0.5 deg
Cv = 4.3
V = 46 MPH = 40 Knots
Design Particulars – Savitsky/Morabito Validation Case
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
TRIM
0
0.5
11.5
2
2.5
3
3.5
4
4.5
5
AB WETTED KEELLENGTH
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
6.2 Example Craft – USNA Garland Val idat ion
Results Conclusions• Garland concluded that
4% step height optimum
for resistance.
• Garland concluded that
ventilation by natural
means sufficient and
does not affect
resistance.
• Vessel Trim aligned well
within applicable Cv
Range
• Craft Lift and Resistance
did not align with WPM
due to scaling effects
LOA = 4.8’
Bab = 1.5’
Bfb = 1.5’
ab = 15 deg
fb = 15 deg
Displ.= 57.45 #
LCG = 0.3’ step = 1.97’ FWD.
Hs = 2%, 4% & 6% Bab
Hs = 0.03’, 0.06’, 0.09’
Lab = 1.67’
ab = 0.0 deg
Cv = varies
= varies MPH
Notes:
1. Tow Tank Model
2. Analysis Run at model size
3. Potential problems with
scaling
Design Particulars – Garland Validation Case
2.5
3
3.5
4
4.5
5
2.5 3.5 4.5 5.5
T r i m A
n g l e ( D e g r e e s )
Cv (non-dim. speed)
0% STEP HT. - O5
0% STEP HT. -USNA
2.5
3.5
4.5
5.5
6.5
7.5
8.5
2.5 3.5 4.5 5.5
Cv (non-dim. speed)
4% STEPHT. - O5
4% STEPHT. - USNA
2.5
3.5
4.5
5.5
6.5
7.5
8.5
2.5 3 3.5 4 4.5 5
Cv (non-dim. speed)
2% STEPHT. - O5
2% STEPHT. - USNA
4.5
5
5.5
6
6.5
7
7.5
2.5 3.5 4.5
Cv (non-dim. speed)
6% STEP HT.- O5
6% STEP HT.- USNA
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
7.0 Compu tat ional Fluid Dynam ics
• What is CFD: – Employs numerical solution to the Navier Stokes Equations bydiscretization of a fluid volume within and around a solid shape.
– Non-Linear Solution can solve for steady state or dynamic system in
time
– Reynolds-average Navier-Stokes includes Turbulence Modelling
– Various Turbulence Models and other features can be included
– Full Navier Stokes solutions can include free surface and mixed
flow/multi-phase
– Volume Air Fraction used to understand Mixed Air / Water System
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
7.0 CFD
• Why is it important:
– Permits simulation of effects that cannot be modelled using Semi-Empirical or Analytical Methods
• What Can it do:
– Model the Steady State of the Craft Operating in the Water and Air –
Aero and Hydro Effects
– Model Dynamic, time Varying Effects,..ie porpoising – Model Small Features like Pads, Strakes
– Measure Pressures, flow velocities and vectors, Spray Shapes
– Measure Rigid Body Forces
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
7.0 CFD
Limits & Challenges to CFD for Stepped Hulls: – Meshing Detail around small details
– Time Step and Number Iterations / Step & Convergence
– Validation, Validation, Validation
– Alignment with Seatrials
– “What’s Real Dilemma” or the curse of the management plot – Garbage In / Garbage Out
• Validation
• Weights
• Centers
• Model / Mesh Quality
• Propulsive Forces / Prop. Model (Lift Forces)
• Time Varying Forces Modelled
• Damping
• Aero Model
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
1) Wake Profile Method for the design of stepped
hulls can be used effectively to reliably predict theperformance of the craft based on a basic design
parameters.
2) Higher order methods, such as CFD, must be usedto further optimize and investigate additional
detailed design elements, and performance
characteristics such as maneuvering, pre-planing
regimes and shape of steps in planform.
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
References:
1. Savitsky, Daniel and Michael Morabito. “Surface Wave Contours Associated with the ForebodyWake of Stepped Planing Hulls.” Marine Technology Vol. 47, No. 1, pp. 1-16 (2010).
2. Savitsky, Daniel. “Hydrodynamic Design of Planing Hulls.” Marine Technology (1964).
3. Garland, William R., Midshipman First Class, “Stepped Planing Hull Investigation.” Senior Paper,
United States Naval Academy 2010
4. Clement, Eugene P. and Joseph G. Koelbel. “Optimized Designs for Stepped Planing Monohulls
and Catamarans.” High Performance Marine Vehicles (1992): PC35-43.
5. Faltinsen, Odd M. Hydrodynamics of High-Speed Marine Vehicles. New York: CambridgeUniversity Press, 2005.
6. Smyth, Pete, “Stepping in the the Future,” Professional Boatbuilder , Number 5, June/July 1990.
7. Hadler , J.B., “The Prediction of Power Performance on Planing Craft.” SNAME Transactions
1966
8. Milwitzky, B. ,”A General Theoretical and Experimental Investigation of Motions and
Hydrodynamic Loads Eperienced by V-bottom Seaplanes during Step Landing Conditions.”
NACA TN 1516 Wash. DC 19489. Mssrs. Morabito & Savitsky, Personal Communications via Email, Summer 2010
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Robert Kaidy - Naval Architect
OCEAN5 NAVAL ARCHITECTS
Thanks fo r Your Interest
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