mike 2016 - and beyond - dhi content/presences/emea/portugal... · mike 2016 - and beyond mike 21...
TRANSCRIPT
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MIKE 2016 - and beyond MIKE 21 and MIKE 3 - the professional option
The most versatile software package for coastal and marine modelling
Poul Kronborg MIKE Powered by DHI [email protected]
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© DHI
Module Overview for Marine MIKE Software: Release 2014
Hydrodynamics Sediments Environment Waves
MIKE 21/3 HD MIKE 21/3 ST (Sand transport)
MIKE 21/3 AD (Advection-
Dispersion)
MIKE 21 SW (Spectral Waves)
MIKE 21/3 MT (Mud transport)
MIKE 21/3 OS
(Oil Spill)
MIKE 21 BW (Boussinesq
Waves)
Others:
MIKE C-Map
MIKE Animator
LITPACK
ECO Lab
MIKE 21/3 PT
ABM Lab
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© DHI
Module Overview for Marine MIKE Software: Release 2016
Hydrodynamics Sediments Environment Waves
MIKE 21/3 HD MIKE 21/3 ST (Sand transport)
MIKE 21/3 AD (Advection-
Dispersion)
MIKE 21 SW (Spectral Waves)
MIKE 21 SM (Shoreline
Morphology)
MIKE 21/3 OS
(Oil Spill)
MIKE 21 BW (Boussinesq
Waves)
MIKE 21/3 MT (Mud transport)
ECO Lab
Others:
MIKE C-Map
MIKE Animator
LITPACK ABM Lab
MIKE 21/3 PT
UAS
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© DHI
Module Overview for Marine MIKE Software: Release 2017
MIKE Operations for Forecasting
Hydrodynamics Sediments Environment Waves Maritime
MIKE 21/3 HD MIKE 21/3 ST (Sand transport)
MIKE 21/3 AD (Advection-
Dispersion)
MIKE 21 SW (Spectral Waves)
MIKE 21 MA (Mooring Analysis)
MIKE 21 SM (Shoreline
Morphology)
MIKE 21/3 OS
(Oil Spill)
MIKE 21 BW (Boussinesq
Waves)
MIKE 21/3 MT (Mud transport)
ECO Lab
Others:
MIKE C-Map
MIKE Animator
Littoral Proc.
(New Litpack)
ABM Lab
MIKE 21/3 PT
UAS
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© DHI
Performance:
• Parallelization • Linux porting
• Support of GPU’s
• Remote Execution Facility
• SaaS (MIKE in the Cloud)
Marine MIKE software: Latest Developments
Productivity tools: • Scour Calculation Tool
• Enhancements of Climate Change Editor
• MIKE Animator enhancements
• Mesh Generation improvements
• Earthquake bathymetry adjustment
• New Cyclone Tool
• Fully Spectral Wave Boundary Generation
• Random Wave Generation Enhancements
• Software Development Kit
• US Units
Engine enhancements: • Nearfield/Farfield integration
• New dike structure with overtopping
• Structure Improvements
• Flather boundary and Q/h boundaries
• Time-varying bathymetries
• Litpack Re-engineering
• New Oil Spill Module
• Agent Based Modelling
Easy data access: • Introducing online WaterData
• Improvements in the Global Tide Model
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© DHI
Traditional Tools for Sediment Transport
• 2D model (MIKE 21 FM ST)
− Detailed sediment transport
patterns
− 2D effects included directly
− Relatively short time scale
(historically because of very long
simulation times)
− Morphology breaks down over
time, i.e. shape of coastal profile
becomes unnatural
• 1D shoreline model (LITPACK)
− Simulation of shoreline position on
long time scales
− 2D effects included using parametric
formulations
− No detailed sediment transport
patterns
− Parametric formulations work well in
simple cases, but not so well in more
complex cases, e.g. submerged
structure, off-shore breakwater on
complex bathymetry
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MIKE 21 FM Shoreline Model Concept
© DHI
• Concept similar to 2D model
• Constrained morphological
model
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Shoreline Model Description
© DHI
• Compute waves, currents and sediment transport
on 2D area mesh.
• Divide the near-shore area in strips perpendicular
to the shoreline
• Use modified one-line equation for shoreline
movement on each strip of shoreface:
𝑑𝑛
𝑑𝑡= −
1
ℎ𝑎
𝑑𝑄𝑙
𝑑𝑥
𝑑𝑛
𝑑𝑡=
𝑣𝑜𝑙
𝑑𝐴𝑧
• ha = Hdune+Dcld
• dn is movement of shoreline, dt is time step, vol is
deposited volume on strip, dAz is vertical area over
which to distribute vol.
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Shoreline Model Description
© DHI
For each edge element sediment
volumes are accounted for.
Each of the elements in the calculation
mesh (normally triangular) must
be assigned to an edge element
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Example: Idealized Offshore Breakwater
© DHI
Incoming wave direction • Alongshore periodic
domain
• Coastal profile: Dean
− z = 0.12 y2/3
• Off-shore profile: linear
− 1:500
• Boundary conditions:
− Hs = 1 m
− Tp = 5 s
− Mean dir: 345o
• Closure depth: 5 m
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Example: Real Off-shore Breakwater
© DHI
• Measured 5 years after construction
• Simulation period 5 years
• Volume of sediment accumulated behind breakwater shows good agreement
Measured Modelled
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Example: Raf Raf, Tunesia
© DHI
• 3 management schemes investigated
− 3 sub-merged breakwaters
− 5 sub-merged breakwaters
− Stabilizing groyne
• All including 350,000 m3 nourishment
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© DHI
Example: Raf Raf, Tunesia
Flow field details
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MIKE 21 FM Shoreline Morphology Inputs
© DHI
• The model is activated on
module selection pane
• Only possible to activate
if Hydrodynamic, Sand
Transport and Spectral
Waves are activated
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Model Inputs
© DHI
• The Shoreline model lives
in the Morphology section
of the Sand Transport
Module
• There are 6 subsections
where inputs to the
shoreline model are
specified
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Speeding up HD solution during calm periods
© DHI
• Set time step interval equal to overall time step of simulation
• Set tol1 and tol2 such that conditions are only met when boundary conditions and
forcing are constant
• Pre-process boundary conditions and forcing such that these are constant during calm
periods
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Quasi-steady HD solver
© DHI
• Solve equations in time
domain until specified time
step interval is met or until
• rms(dη/dt) < tol1
• rms(duv/dt) < tol2
• If conditions are not met
during specified time step
interval, solution is identical to
in-stationary solution
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Example from Kerteh Beach, Malaysia
© DHI
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Sound is more than four times faster underwater
compared to air and there is less attenuation
Water is an excellent medium for sound
transmisson
© DHI
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Senses underwater
© DHI
• Smell - No receptors
• Taste - Limited
• Touch – Short range
• Visual – Short range
• Sound – Effective, fast,
long-range
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Frequency (kHz)
0.01 0.1 1 10 100
SP
L (
dB
re
1 µ
Pa
)
20
40
60
80
100
120
140
160
Bottlenose dolphin (Johnson 1967)
Risso's dolphin (Nachtigall et al. 1995)
Striped dolphin (Kastelein et al. 2003)
Killer whale (Szymanski et al. 1999; Behaviour)
Killer whale (Szymanski et al. 1999; ABR)
Harbour porpoise (Kastelein et al. 2002)
Marine mammal hearing
© DHI
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10 100 1000
SP
L (
dB
re
1 µ
Pa
)
50
60
70
80
90
100
110
120
130
140
150
160
Bass (Nedwell et al. 2004)
Cod (Offut 1974)
Cod (Hawkins & Myrberg 1983)
Dab (Hawkins & Myrberg 1983))
Bass (Nedwell et al. 2004)
Herring (Enger 1967)
Pollack (Chapman 1973)
Pollack (Chapman & Hawkins 1969)
Atlantic Salmon (Hawkins & Johnstone 1978)
Little Skate (Casper et al. 2003)
Fish hearing
© DHI
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Marine sound sources
© DHI
Boyd et al. 2008
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Impulsive and continuous sound
© DHI
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Detection
Response
Masking
TTS-PTS
Injury
• TTS =
Temporary
threshold shift
• PTS =
Permanent
threshold shift
© DHI
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Risk based approach to noise assessment
What is the problem?
How far does the sound spread?
How many animals are in range of the sound?
How do they react to the sounds?
How can we
mitigate
impacts?
© DHI
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Sound Speed in the Ocean
© DHI
• Extremely dependent on temperature profile
• Surface layer
• Seasonal Thermocline
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Risk management: Source mitigation
©Werner Piper
• New propeller designs
• Source dampening
• Better maintenance
© DHI
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Risk management: Channel mitigation
Helmholtz Resonator
(Wochner et al. 2015)
Hydro-sound
dampers
(Elmer et al. 2015)
IHC NMS
(Schiedek et al. 2015)
© DHI
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UAS – extension of the Split-Padé algorithm
© DHI
a. Bathymetry
b. Temperature
c. Salinity
d. Seabed
e. Volume
attenuation
f. …etc.
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New product: Underwater Acoustic Simulator (UAS)
Transsect Sound Exposure Level
© DHI
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UAS results give us:
© DHI
• SEL for each frequency
• TL for each frequency
• SEL overall
• TL overall
• Min TL over depth (for each frequency)
• Max SEL over depth (for each frequency)
• Min overall TL over depth
• Max overall SEL over depth
SEL: Sound Exposure Level
TL: Transmission Loss
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Applying obtained results one can:
© DHI
Create graphs for one transect presenting: • SEL level change over depth and distance
from the source
• SEL level change with frequency and
distance from the source
Frequency in 1/3 octave bands (Hz)
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Applying obtained results one can:
© DHI
Create noise maps in the study area
by compiling modelling results from
different transects
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Noise Impact Assessment
Following the steps above we can calculate the noise levels and impact ranges after
applying chosen mitigation measures -> how many animals will experience the
negative impact while mitigation is in place?
Case: Pile driving in the Baltic Sea Exposure criteria for harbour porpoise: Behavioural response for single strike:140 dB SEL unweighted; TTS for single strike: 164 dB SEL unweighted
Single strike, no mitigation Single strike with bubble curtain mitigation
© DHI
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Performance Improvements: GPU for MIKE 3
• OpenMP parallelization:
• Release 2005: MIKE 21 SW
• Release 2008: MIKE 21 FM
MIKE 3 FM
• Release 2009: MIKE 21 BW
MIKE 21 ‘Classic’
MIKE 3 ‘ Classic’
6 December, 2012 © DHI #37
• Porting of engines to Linux:
• Release 2012: MIKE 21 SW
MIKE 21 FM
MIKE 3 FM
Release 2014, Use of GPU’s: MIKE 21 FM HD
• MPI parallelization:
• Release 2011: MIKE 21 SW
MIKE 21 FM
MIKE 3 FM
Release 2016, Use of GPU’s: MIKE 3 FM HD
and Coupled Modelling with MIKE 21 and MIKE 3
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Test.model: Gulf of Mexico
6 December, 2012 © DHI #38
Mesh Element
shape
Elements
2D
Elements
3D
Mesh A Triangular 32767 837746
Mesh B Triangular 65773 1675605
Mesh C Triangular 130524 3331724
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Performance compared to a 16-core PC (MPI-parallelization)
6 December, 2012 © DHI #39
Black line: 1 GPU
Red line: 2 GPU’s
Computer Processor Memory Operating
system
GPUs
1 DELL Precision T7610
(workstation)
2 x Intel®Xeon®
E5-2687W v2 (8
cores, 3.40 GHz)
32 GB
Windows 7
Professional
SP1, 64-bit
2 x GeForce
GTX Titan
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Wave induced bed resistance in MIKE 21 and MIKE 3
6 December, 2012 © DHI #40
In coastal regions, wave action influence the actual bed resistance, and
thus the current field, particularly during storms.
• Wave induced bed resistance is included as an option in MIKE 21
FM HD, MIKE 3 FM HD and in Coupled modelling.
• When this option is invoked, wave data and additional data
concerning botttom sediments must be specified.
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Wave induced bed resistance in MIKE 21 and MIKE 3
6 December, 2012 © DHI #41
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Wave induced bed resistance in MIKE 21 and MIKE 3
6 December, 2012 © DHI #42
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First step in integrated near-field/far-field simulation: New source
feature
© DHI
As the first step in integrated near-field/far-field
simulation, a new jet source has been added
to the list of source types.
Release 2014: When this type is selected a
steady jet is calculated and the vertical position
of the source position becomes dynamic (only
MIKE 3)
The method outlined by Jirka (2004) is used.
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Release 2016: Next step in integrated near-field/far-field
simulation
• A number of general improvements of the method, particularly on the numerical
method, in particular inclusion of the upstream ambient flow approach.
6 December, 2012 © DHI #44
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Improvements in structures: Tidal Turbines
• The Tidal Turbine structure was introduced several years ago.
• Since then, extensive testing have identified possibilities for improvements in the
implementation
• As a result of this testing, in Release 2016 a Current Correction factor is included
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Improvements in structures: Weir and Culverts
• Until now, a uniform distribution over
the structure has been applied
• In some cases, specifically with a
significantly varying water depths,
this gives incorrect results
• In Release 2016 a possibility for
choosing a nonuniform distribution
is included
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New tool for qualified time series calibration:
Time Series Comparator
6 December, 2012 © DHI #47
• A very common task in the calibration process is the comparison of two time
series; measured and calculated
• This tool makes this task easy and systematic:
− Produces relevant comparison plots
− Calculates various performance parameters
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New tool for qualified time series calibration:
Time Series Comparator
6 December, 2012 © DHI #48
• A very common task in the calibration process is the comparison of two time
series; measured and calculated
• This tool makes this task easy and systematic:
− Produces relevant comparison plots
− Calculates various performance parameters
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New tool for qualified time series calibration:
Time Series Comparator
6 December, 2012 © DHI #49
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New tool for qualified time series calibration:
Time Series Comparator
6 December, 2012 © DHI #50
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Introducing Internet Licensing
© DHI
• Obtain a License from a server placed on the Internet
• Basically the same functionality as a network license
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Key Features
© DHI
• No dongles or other hardware involved
• Flexible, users portfolio of licenses can be changed on-line
• Direct insight into license usage
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Flexibility
© DHI
• System is compatible with existing license file structure, modules etc.
• Users can be licensed individually
• Users can share a pool of licenses for e.g. a company
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© DHI
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© DHI
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Usage
© DHI
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MIKE 21 Mooring Analysis
© DHI
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MIKE 21 Mooring Analysis
© DHI
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Applications of MIKE 21 MA
Single Buoy Moorings
Passing Vessel Induced Vessel Response
Tandem Moored Vessels
Berth Operability/Downtime Analysis
Nearshore/Offshore Mooring Design
Floating Breakwaters
Floating Offshore Wind Turbines
Moored Vessels in Sheltered Areas
© DHI
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Overview of MIKE 21 MA
© DHI
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Accurate representation of vessel hull geometry and gyrostatic data.
Wave diffraction forces calculated from non-linear, non- uniform incident wave fields or flow fields produced by Mike21.
Implicitly resolves both bound and free long period waves in shallow water
Non-linear restoring forces due to mooring lines, fenders and posts
Frictional damping in the surge and roll modes due to scraping along a fender
Viscous surge and sway damping
Wind, current forces and 2nd order wave drift forces
Capabilities of MIKE 21 MA
© DHI
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New Oil Spill model: Subsea blowout and use of detergents
© DHI
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New Oil Spill model:
© DHI
• Deep-sea blow-out
• Modelling of dissolved oil simultaneously with oil on the surface
• Skimmers, boomers, detergents, burning
• Introduction of a back-tracking facility.
• Pre/post-processing tool for the generation of a large quantity
of oil spill simulations and statistical post-processing of the results.
• Introduction of predefined oil parameters for more of oil types.
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Langlitinden (study carried out for a Norwegain oil company)
• Barents Sea, including
Svalbard
• Northeast Norwegian Sea
• Approximately 1,000
simulations covering the whole
year and all rates and
durations, seabed and surface
discharge
• Simulates all combinations of
rates / durations and
discharge location with
associated probability
• Simulating different weather
situations for each
combination Model for Barents Sea
established by DHI for a
Norwegian oil company
•Flexible mesh, grid cells 8
km offshore, down to 1 km
at the coast and in the
fjords
•Tidal included
•Modeled current validated
against measurements
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Surface spill
Whole year
5% p > 1 tonn
Seabed spill
Whole year
5% p > 1 tonnes
Surface spill
Whole year
Maximum concentration
of dissolved oil
Seabed spill
Whole year
Maximum concentration
of dissolved oil
Surface spill
Whole year
Seabed spill
Whole year Dissolved oil is transported by the sea
currents and is not a particle transport 0-½ day
½-1 day
1-5 days
5-10 days
10-20 days
20-30 days
Below 0.5 µg/l
0.5-1 µg/
1-3 µg/l
3-5 µg/l
5-7 µg/
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MIKE Operations for Marine
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Thank you
© DHI /Photos © iStock