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FEHMARNBELT HYDROGRAPHY Prepared for: Femern A/S By: DHI/IOW Consortium in association with LICengineering, Bolding & Burchard and Risø DTU Final Report FEHMARNBELT FIXED LINK HYDROGRAPHIC SERVICES (FEHY) Marine Soil – Impact Assessment Sediment Spill during Construction of the Fehmarnbelt Fixed Link E1TR0059 - Volume II APPENDICES C-D-E-N-O-P

FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

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Page 1: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

FEHMARNBELT HYDROGRAPHY

Prepared for: Femern A/S

By: DHI/IOW Consortium in association with LICengineering, Bolding & Burchard and Risø DTU

Final Report

FEHMARNBELT FIXED LINK HYDROGRAPHIC SERVICES (FEHY) Marine Soil – Impact Assessment

Sediment Spill during Construction of

the Fehmarnbelt Fixed Link

E1TR0059 - Volume II

APPENDICES C-D-E-N-O-P

Page 2: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

FEHMARNBELT HYDROGRAPHY

Responsible editor:

FEHY consortium / co DHI

Agern Allé 5

DK-2970 Hørsholm

Denmark

FEHY Project Director: Ian Sehested Hansen, DHI

www.dhigroup.com

Please cite as:

FEHY (2013). Fehmarnbelt Fixed Link EIA.

Marine Soil – Impact Assessment.

Sediment Spill during Construction of the Fehmarnbelt Fixed Link.

Report No. E1TR0059 – Volume II

Appendix: 141 pages

(Report: ISBN 978-87-92416-36-0)

June 2013

ISBN 978-87-92416-73-5

Maps:

Unless otherwise stated:

DDO Orthofoto: DDO®, copyright COWI

Geodatastyrelsen (formerly Kort- og Matrikelstyrelsen), Kort10 and 25 Matrikelkort

GEUS (De Nationale Geologiske Undersøgelser for Danmark og Grønland)

HELCOM (Helsinki Commission – Baltic Marine Environment Protection Commission)

Landesamt für Vermessung und Geoinformation Schleswig-Holstein (formerly Landes-

vermessungsamt Schleswig-Holstein) GeoBasis-DE/LVermGeo SH

Model software geographic plots: Also data from Farvandsvæsenet and Bundesamt für Seeschifffahrt und Hydrographie

Photos:

Photos taken by consortium members unless otherwise stated

© Femern A/S 2013

All rights reserved.

The sole responsibility of this publication lies with the author. The European Union is

not responsible for any use that may be made of the information contained therein.

Page 3: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X A

See A3 binder

Page 4: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X B

See A3 binder

Page 5: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X C

Short Description of MIKE 3 FM MT

Page 6: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

MIKE 21 AND MIKE 3 FM MUD TRANSPORT MODELLING MIKE 21 & MIKE 3 MT FM – Mud Transport Modelling

Short Description

Page 7: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

MIKE 21 & MIKE 3 MT FM

A Short Description

DHI Water & Environment Agern Allé 5 DK-2970 Hørsholm Denmark Tel: +45 4516 9200 Fax: +45 4516 9292 E-mail: [email protected] Web: www.dhi.dk MIKE213_MT_FM_ShortDesc/KLB/HKH/MSD2004-03-15

Page 8: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

MIKE 21 & MIKE 3 MT FM

MIKE 21 & 3 MT FM The mud transport module includes a state-of-the-art mud transport model developed by DHI Water & Environment. The model simulates the fate suspended cohesive materials in marine, brackish and freshwater areas. The mud transport model included in MIKE 21 and MIKE 3 MT FM includes the following physical phenomena: • Flocculation due to concentration • Flocculation due to salinity • Density effects at high concentrations • Hindered settling • Consolidation • Morphological bed changes Computational features The main features in the in MIKE 21 and MIKE 3 MT FM mud transport module are: • Multiple fractions • Multiple layers • Hindered settling • Flocculation • Non-cohesive sediments • Inclusion of flocculation due to salinity • Shear stress from combined wave and currents • Wave database or 2D time series. • Consolidation • Morphological update of bed Application areas The mud transport model is used for a variety of cases where the spreading, erosion and deposition of cohesive sediments are of interest. Spreading of fine sediments may impact in various ways. It may shadow areas enough to kill the natural inhabitants. It may settle in areas with coral reefs and thereby damage the corals. The siltation of harbours and access channels is another application as well as estimations of long term morphological changes in, for instance, rehabilitation of natural environments. Finally, various pollutants such as heavy metals may hang on to the sediments making the sedimentation areas into possible risk areas for bathing. Thus, the module has many application areas and some of the most important ones are listed below: • Spreading of dredged material • Optimisation of dredging operations

A Short Description Page 1

• Cohesive sediment morphology

• Siltation of harbours • Estuarine sediment dynamics • Spreading of river plumes • Erosion of material under combined waves

and currents • Studies of spreading of contaminated

sediments • Siltation in access channels

Example of spreading of dredged material in Øresund, Denmark

Example of dredging operation

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MIKE 21 & MIKE 3 MT FM

Model Equations The cohesive sediment transport module or mud transport (MT) module deals in general with the movement of mud in a fluid, and the interaction between the mud and the bed. The module is an add-on module to MIKE 21/3 FM, and requires a coupling to the hydrodynamic solver MIKE 21/3 HD FM as well as the transport solver for passive components MIKE 21/3 AD FM. The transport of the mud is generally described by the following equation:

iSz

iciTz

Tzzy

iciTy

Ty

yx

iciTx

Txx

z

icsw

z

iwc

y

ivc

x

iuc

t

ic

+∂

∂+

∂+

=∂

∂−

∂+

∂+

∂+

⎟⎟⎠

⎞⎜⎜⎝

⎛⎟⎟

⎜⎜

⎟⎟⎠

⎞⎜⎜⎝

σ

υ

σ

υ

σ

υ

where t is time x, y, z are Cartesian co-ordinates u,v,w are velocity components ci is the i’th scalar component (defined as the mass concentration) ws

i is the fall velocity σTx

i is the turbulent Schmidt number νTx is the anisotropic eddy viscosity Si is a source term The transport of mud is handled by a transport solver for passive components. The extra term

zCw i

s∂

∂ in the transport equation for mud, due to the fall velocity wi

s, is considered to be a mud process and is handled separately using an operator splitting technique.

Example of modelled physical processes

The bed interaction/update and the settling velocity term are handled in the mud process module. The mud effects on density and viscosity (concentrated near-bed suspensions) are not considered as part of the mud process module, but instead provided as separate sub-modules, which are incorporated in the appropriate places (where the density and eddy viscosity are calculated in the host program). For adequately low concentrations of mud, these effects can be neglected.

Example of sediment plume from a river near Malmö, Sweden Erosion Erosion features two modes. Soft bed For a soft, partly consolidated bed the erosion rate can be written as:

cbcbeESe ττττα

>−

=⎟⎟

⎜⎜

⎛ ⎟⎠⎞⎜

⎝⎛

A Short Description Page 2

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MIKE 21 & MIKE 3 MT FM

Hard bed For a consolidated bed the erosion rate can be written as:

cb

n

c

bESe τττ

τ>−= ⎟⎟

⎞⎜⎜⎝

⎛1

Where E is the erodibility, n is the power of erosion, τb is the shear stress at the bed and τce is the critical shear stress for erosion. Se is the erosion rate.

Example of resuspension in the nearshore zone. Caravelas, Brazil Deposition The deposition for the i´th mud fraction is described as (Krone, 1962):

iD

ib

is

i pcwD = where is a probability ramp function of deposition:

iDp

⎟⎟⎠

⎞⎜⎜⎝

⎛⎟⎟⎠

⎞⎜⎜⎝

⎛ττ

−= icd

biD 1,1min,0maxp

The mud concentration near the bed is handled differently, depending upon if it’s a 0D or 1D case.

ibc

1D case, for application in 3D model The mud concentration is simply equal to the concentration in the grid cell just above the bed.

ibc

0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related to the depth-

averaged concentration

ibci

c using the Teeter profile.

⎟⎟⎟

⎜⎜⎜

++= 5.2

75.425.11

iDp

iepi

cbc

where is the peclet number, defined as iep

fU

isw

zD

Hisw

H

tzD

H

tisw

numberCourantdiffusive

numberCourantconvectiveiep

κ6

2

==Δ

Δ

==

It has been used that the depth-averaged eddy

diffusivity zD corresponds to a standard logarithmic velocity profile, which gives

HfUzD κ61=

.

Example of muddy estuary. Caravelas, Brazil

A Short Description Page 3

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MIKE 21 & MIKE 3 MT FM

0D case, Rouse profile

The mud concentration is related to the depth-

averaged concentration

ibci

c using the Rouse profile

ightCentroidHei

cbc ⋅= Settling velocity The settling velocity can be divided into three parts: Constant settling velocity Constant settling velocity for the regime where the likelihood of two particles hitting each other is small.

floccconstantCWs <=

In which Ws is the settling velocity and c is the total concentration and cfloc is the concentration at which flocculation occurs. Flocculation Increasing settling velocity for the regime with moderate concentrations where flocculation occurs.

hinderccflocc

r

sediment

cWWs <<= ⎟

⎟⎠

⎞⎜⎜⎝

ρ0

In which W0 is a constant, ρsediment is the sediment density, usually 2650 kg/m3 and γ is a coefficient.

Mud plains in Loire river (France)

Hindered settling Hindered settling is where the concentrations are high enough for the flocs to interfere and hereby reducing the settling velocity. Two different expressions for the settling velocity are implemented: Formulation by Richardson and Zaki (1954) For a single mud fraction, the standard Richardson and Zaki formulation is

nsw

gelc

crswsw

,

1, ⎟⎟

⎜⎜

⎛−=

In which cgel is the concentration at the gelling point. For multiple mud fractions, the Richardson and Zaki formulation is extended to:

( ) inswi

rsis ww ,

*, 1 Φ−= where Ws,r and Ws,n are settling velocity coeffi-cients and:

gelci

ic∑=Φ

( )Φ=Φ ,0.1min*

Formulation by Winterwerp (1999)

( )( )Φ+

Φ−Φ−=

5.21

1*1,

pirswi

sw

where

s

iic

p ρ

∑=Φ

hinderccflocc

r

entse

cWWs <<= ⎟

⎟⎠

⎞⎜⎜⎝

dim0 ρ

A Short Description Page 4

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MIKE 21 & MIKE 3 MT FM

Consolidation Consolidation can be an important parameter to model. Especially when making long term simulations. Consolidation times are often weeks or months or even years. Also in areas with much flooding and drying consolidation can be important. Consolidation is taking into consideration by transferring mass from an upper layer to the lower layer at a constant rate. Transition rate = Constant

The mud transport module is a tool for estuary sediment management in complex estuaries like San Francisco bay. Model input Mud transport modelling implies setting a lot of parameters. Some can be measured and some are calibration parameters. In the following the different parameters are given: Measurable input • Settling velocity • Flocculation • Dry density of bed layers • Critical shear stress for erosion • Thickness of bed layers or estimate of total

amount of sediment in the system • Concentration at open boundaries

• Salinity Calibration parameters • Dispersion coefficients • Critical shear stresses • Erosion coefficients • Power of erosion • Transition coefficients between bed layers Model Output The main output possibilities are listed below: • Suspended sediment concentrations in space

and time • Height or density of bed layers • Net sedimentation rates • Bed shear stress • Bed masses • Settling velocities • Updated bathymetry Validation The model engine is well proven in numerous studies throughout the world. In 2001, the model was applied for a 3D study in Rio Grande estuary (Brazil). The study was about a number of hydrodynamic issues, but on the sediment side it was about the possible changes in sedimentation patterns and dredging requirements when changing the Rio Grande Port layout.

Suspended sediment concentrations, Rio Grande The figure above shows the most common calibration parameter, which is the suspended sediment concentration (SSC). The results show reasonably good results given the large uncertainties always connected with mud transport modelling.

A Short Description Page 5

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MIKE 21 & MIKE 3 MT FM

SSC in surface layer (kg/m3) Rio Grande

Instantaneous erosion Rio Grande (kg/m2/s) The model has also been applied in the Tamar Estuary (UK) Study.

The Tamar Estuary Please note in the following figure how the erosion deposition terms work with little or no activity at high and low tide and massive erosion in between.

Results for suspended matter (SPM) during spring tide

A Short Description Page 6

Page 14: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

MIKE 21 & MIKE 3 MT FM

A Short Description Page 7

Hardware and Operating System Requirements The module support 98/2000/NT/XP. Microsoft Internet Explorer 4.0 (or higher) is required for network license management as well as for accessing the Online Help. The recommended minimum hardware requirements for executing MIKE 21 and MIKE 3 MT FM are listed below

Processor : Pentium III, IV or M, 1 GHz (or higher)

Memory (RAM) : 256 MB (or higher) Hard disk : 20 GB (or higher) Monitor : SVGA, resolution 1024x768 Graphic card : 32 MB RAM (or higher), 24 bit true colour CD-ROM drive : 20 x speed File system : NTFS

Support News about new features, applications, papers, updates, patches, etc. are available at the MIKE21 Website located at: http://www.dhisoftware.com/mike21 For further information on MIKE 21 and MIKE 3 software please contact your local DHI Software agent or Software Support Centre at DHI: DHI Software Support Centre DHI Water & Environment Agern Allé 5 DK-2970 Hørsholm Denmark Tel: +4545169333 Fax: +4545169292 Web: www.dhisoftware.comE-mail: [email protected] References Krone, R.B. (1962) “Flume studies of the transport of sediment in estuarial processes”, Hydraulic Engineering Laboratory and Sanitary Engineering

Research Laboratory, Univ. of California, Berkely, California, Final Report. Metha, A.J., Hayter, E.J., Parker, W.R., Krone, R.B., Teeter, A.M. (1989) “Cohesive sediment transport I: Process description”, Journal of Hydraulic Engineering, Vol. 115, No. 8, pp 1076-1093 Richardson, J.F and Zaki, W.N. (1954) “Sedimentation and fluidization, Part I”, Transactions of the institution Chemical Engineers, Vol 32, pp 35-53. Winterwerp, J.C. (1999) “Flocculation and settling velocity”, TU delft. pp 10-17. References on applications Petersen, O., Vested, H.J. 2002. Description of vertical exchange processes in numerical mud transport modelling. Fine Sediment Dynamics in the Marine Environment. Winterwerp, J.C., Kranenburg, C. (Eds.) (Proceedings in Marine Science; 5). Elsevier 2002, 375-392. DHI ref. 27/02 Petersen, O., Vested, H.J., Manning, A., Christie, M., Dyer, K. 2002. Numerical modelling of mud transport processes in Tamar Estuary. Fine Sediment Dynamics in the Marine Environment. Winterwerp, J.C., Kranenburg, C. (Eds.) (Proceedings in Marine Science; 5). Elsevier 2002, 643-654. DHI ref. 29/02 Brøker, I., Johnsen, J., Lintrup, M.J., Jensen, A., Møller, J.S. "The spreading of dredging spoils during construction of the Denmark Sweden link". Proceedings, Kobe, Japan 1994, 24'th international conference on coastal engineering ASCE. Edelvang, K., Lund-Hansen, L.K., Christiansen, C., Petersen, O.S., Uhrenholdt, T., Laima, M., Berastegui, D.A. "Modelling of suspended matter transport from the oder river". Journal of coastal research, 18(1) 62-74. West Palm Beach (Florida) 2002.

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E1TR0059 Volume II FEHY

A P P E N D I X D

Primary Grain Size Analysis

Page 16: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 1 D 1,4-1,5 A.001 BS2

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

2

4

6

8

10

12

Vol

ume

(%)

Mean D 1,4-1,5 A.001 BS2, 10. december 2009 11:39:34 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.040.070.080.09

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.100.110.130.150.170.180.200.200.200.190.170.160.140.140.150.190.24

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.310.360.390.350.250.070.000.000.000.040.771.873.355.096.898.449.54

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

9.989.728.857.536.034.543.272.291.631.241.030.890.780.620.450.250.07

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.030.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 17: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 2 D13,2-13,7 A.001 RC11

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7

Vol

ume

(%)

Mean D 13,2-13,7 A.001 RC11, 15. december 2009 10:38:07 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.010.100.430.751.061.331.541.701.821.93

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.062.242.502.863.303.824.394.985.546.016.336.446.336.005.484.824.09

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.362.662.041.501.060.700.440.230.120.030.000.000.000.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 18: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 3 D 9,6 A.001 RC9

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1

2 3 4

5 6 7

Vol

ume

(%)

Mean D 9,6 A.001 RC 9, 11. december 2009 14:05:24 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.060.360.660.941.191.391.541.651.75

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.852.012.232.532.923.373.894.455.015.515.936.196.276.155.845.374.78

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

4.123.422.752.101.531.040.650.350.140.040.000.000.000.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

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Sample 4 D 11,15-11,50 A.002 RC11

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7 8

Vol

ume

(%)

Mean D 11,15-11,50 A.002 RC11, 15. december 2009 10:46:50 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.010.080.420.761.071.361.591.781.932.08

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.252.492.823.263.794.395.035.656.196.586.766.696.355.795.054.223.38

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

2.601.921.370.940.620.390.230.110.040.000.000.000.000.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 20: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 5 D 0,0-1,0 A.003 BS1

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1

2 3

4 5

6 7

Vol

ume

(%)

Mean D 0,0-1,0 A 0,003 BS1, 10. december 2009 10:15:24 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.150.290.410.510.590.640.690.72

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.750.790.840.910.991.091.201.311.431.541.641.721.791.851.911.962.00

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

2.032.052.031.981.911.841.821.892.102.513.113.874.715.476.026.236.02

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

5.404.463.352.241.150.090.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 21: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 6 D 10,3-10,6 A.003 BS11

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4 4.5

Vol

ume

(%)

Mean D10,3-10,6-A.003 BS 11, 11. december 2009 10:41:54 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.150.350.520.660.780.870.940.99

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.041.091.161.241.341.441.551.651.751.841.901.951.971.971.961.951.95

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.951.972.002.022.032.032.011.991.982.022.122.302.552.873.203.493.69

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.773.703.483.122.682.201.761.391.120.940.820.720.580.390.140.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 22: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 7 D 7,0-7,3 A.003 BS8

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4 4.5

Vol

ume

(%)

Mean D 7,0-7,3 A.003 BS8, 10. december 2009 14:08:07 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.170.310.430.520.590.640.670.68

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.690.700.720.760.810.880.951.051.161.301.471.671.912.192.502.843.18

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.483.733.893.933.843.623.302.912.502.101.761.501.331.251.231.271.35

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

1.461.611.781.962.142.292.402.462.472.392.211.921.511.050.490.070.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 23: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 8 D 0,0-1,0 A.005 BS1

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7 8 9

Vol

ume

(%)

Mean D 0,0-1,0 A,005 BS1, 10. december 2009 10:28:39 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.090.180.250.320.370.410.440.45

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.470.490.510.550.590.650.710.790.870.951.041.111.171.201.231.231.23

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.231.241.271.311.381.461.541.581.581.491.331.120.910.770.791.081.69

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

2.623.815.086.267.097.457.266.565.504.232.941.700.410.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 24: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 9 D 10,65-11,50 A. 5 BS15

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4 4.5

Vol

ume

(%)

Mean D 10,65-11,50 A.005 BS 15, 11. december 2009 11:54:46 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.250.440.610.760.870.961.011.06

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.091.141.201.281.381.501.631.771.902.022.132.202.232.232.202.162.10

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

2.031.961.891.811.711.601.471.341.241.191.221.351.591.932.332.753.14

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.463.683.763.703.523.232.882.502.111.731.330.950.390.070.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 25: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 10 D 1,85-2,5 A.005 BS3

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 1,85-2,5 A.005 BS 3, 10. december 2009 12:30:55 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.140.340.530.700.840.930.991.03

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.051.091.151.241.371.541.762.012.292.592.893.163.383.553.663.723.76

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.803.853.934.044.174.304.374.364.213.933.502.982.401.821.260.780.41

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.130.020.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 26: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 11 D 12,4 A.005 RC17

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 12,4 A.005 RC17, 15. december 2009 11:29:54 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.080.210.320.420.500.560.600.63

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.660.700.740.790.840.910.981.061.131.201.261.311.351.371.381.391.39

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.401.391.391.361.331.271.211.151.111.131.211.381.652.002.412.843.25

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.613.894.074.134.093.953.743.503.242.982.722.462.181.861.521.170.83

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.520.210.040.010.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 27: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 12 D 8,64-9,5 A.006 BS13

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

Vol

ume

(%)

Mean D 8,64-9,5 A.006 BS 13, 11. december 2009 11:33:17 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.080.130.170.200.230.240.25

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.250.250.260.270.280.310.340.370.420.470.530.590.660.720.800.870.96

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.051.161.261.381.511.641.781.922.062.212.352.492.622.722.812.892.98

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.133.343.643.994.354.674.874.924.774.443.943.312.601.871.160.480.03

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 28: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 13 D 3,95-5,0 A.006 BS7

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7 8

Vol

ume

(%)

Mean D 3,95-5,0 A.006 BS 7, 10. december 2009 13:47:45 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.080.120.160.190.210.220.22

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.220.220.220.230.240.250.260.280.290.310.330.360.380.420.470.530.61

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.700.800.901.011.131.251.411.631.952.392.983.714.535.366.116.676.96

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

6.926.575.965.164.293.422.662.031.571.251.020.860.710.560.400.240.09

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 29: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 14 D 12,55-13,1 A.006 RG17

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4 4.5

Vol

ume

(%)

Mean D 12,55-13,1 A.006 RG 17, 15. december 2009 12:19:14 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.100.240.360.460.550.610.650.68

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.710.740.770.820.870.941.011.081.161.231.301.361.401.441.461.481.51

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.531.551.561.551.531.491.431.371.331.331.401.561.812.132.512.903.28

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.603.864.024.094.073.963.793.573.313.012.672.291.851.370.920.430.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 30: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 15 D 1,0-1,5 A.007 BS2

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7

Vol

ume

(%)

Mean D1,0-1,5 A.007 BS2 A, 10. december 2009 12:10:03 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.270.570.861.121.331.471.571.64

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.711.811.962.182.492.873.353.904.495.095.646.076.346.416.265.905.37

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

4.713.983.242.511.861.300.850.500.250.110.030.000.000.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 31: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 16 D 4,9-5,15 A.007 BS6

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4 4.5

Vol

ume

(%)

Mean D4,9-5,15 A.007 BS6, 10. december 2009 13:36:27 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.110.170.230.280.310.330.34

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.340.340.350.370.390.420.460.510.560.620.690.750.810.870.931.001.08

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.191.331.501.691.892.102.292.452.582.692.782.883.013.163.333.513.68

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.833.923.963.913.793.603.363.102.832.582.332.081.821.531.220.900.60

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.310.040.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 32: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 17 D 10,7-11,1 A.007 RG10

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 10,7-11,1 A.007 RG 10, 15. december 2009 12:10:56 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.140.290.440.560.660.740.800.84

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.880.910.951.001.051.111.171.231.281.331.361.381.381.381.371.351.35

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.341.341.341.331.301.271.231.201.211.281.431.682.042.482.963.443.88

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

4.234.474.584.554.394.103.733.302.852.381.931.501.090.730.360.100.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 33: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 18 D 8,5-9,3 A.008 RC 10

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4

Vol

ume

(%)

Mean D 8,5-9,3 A.008 RC 10, 15. december 2009 10:16:18 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.250.430.600.750.860.951.011.04

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.081.111.151.211.271.341.421.501.571.631.681.701.711.701.681.661.65

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.641.641.651.641.631.601.581.561.581.651.812.042.362.713.063.353.57

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.673.673.573.403.182.942.702.472.231.971.661.280.860.340.040.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 34: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 19 D 4,2-5,05 A.008 RC7

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 4,2-5,05 A.008 RC 7, 11. december 2009 13:37:45 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.080.210.330.430.510.580.630.66

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.700.740.780.840.900.971.051.131.201.271.331.371.391.401.391.381.37

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.371.361.351.341.311.281.231.191.171.201.301.501.802.182.643.113.58

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.994.334.554.664.644.514.283.973.593.152.642.031.400.600.110.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 35: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 20 D 0,0-1,0 A.009 BS1

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

2

4

6

8

10

12

Vol

ume

(%)

Mean D 0,0-1,0 A.009 BS1, 10. december 2009 10:41:12 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.010.060.070.080.08

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.090.080.080.020.000.000.000.010.120.200.290.380.440.450.400.330.30

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.400.771.522.714.306.198.109.77

10.8811.2410.799.607.915.954.092.080.18

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 36: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 21 D 4,0-4,60 A.009 RC5

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4

Vol

ume

(%)

Mean D 4,0-4,60 A.009 RC 5, 11. december 2009 13:19:40 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.230.420.600.750.880.971.041.10

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.141.191.251.321.401.481.561.641.711.771.811.831.811.781.721.661.59

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.541.481.431.381.331.271.211.161.141.151.221.341.531.762.012.252.47

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

2.662.822.953.063.163.263.363.433.453.373.152.752.151.420.580.070.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 37: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 22 D 0-0,5 A.010 BS1

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7 8

Vol

ume

(%)

Mean D0-0,5 A.010 BS1, 10. december 2009 10:55:40 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.150.280.400.500.580.650.690.72

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.750.790.830.880.951.031.111.191.271.341.391.421.431.421.411.381.37

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.361.361.351.321.261.151.010.860.750.760.971.432.183.184.355.526.53

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

7.177.336.976.134.983.692.491.460.460.010.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 38: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 23 D 7,0-8,0 A.010 BS11

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7

Vol

ume

(%)

Mean D 7,0-8,0 A.010 BS11, 11. december 2009 11:22:09 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.280.620.951.261.501.691.821.93

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.052.222.452.783.193.684.234.815.395.896.266.456.436.175.705.084.35

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.592.842.171.581.100.720.440.230.110.030.000.000.000.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 39: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 24 D 9,65-10,2 A.010 BS15

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4

Vol

ume

(%)

Mean D9,65-10,2 A.0,10 BS 15, 11. december 2009 12:48:47 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.180.350.510.650.760.860.930.99

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.051.121.201.301.401.521.631.731.821.881.921.921.901.841.771.691.62

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.551.511.471.451.421.401.371.341.321.331.391.501.681.892.132.382.60

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

2.812.983.133.253.343.403.443.433.353.162.822.281.590.650.090.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 40: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 25 D 2,5-3,5 A.010 BS5

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D2,5-3,5 A.010 BS 5, 10. december 2009 13:21:59 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.160.350.540.690.800.880.930.95

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.981.021.091.211.361.541.761.992.242.502.752.983.213.443.673.924.19

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

4.444.664.804.814.654.313.833.242.632.081.661.391.281.291.371.451.48

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

1.431.291.080.810.530.270.030.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 41: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 26 D 3,85-5,0 A.010 BS7

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

Vol

ume

(%)

Mean D 3,85-5,0 A.010 BS 7, 10. december 2009 13:56:51 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.270.540.801.051.241.401.501.59

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.681.801.972.212.512.883.323.794.294.765.185.485.655.665.515.224.80

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

4.313.763.202.642.111.631.220.880.630.470.380.360.390.450.490.510.47

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.400.310.190.100.010.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 42: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 27 D 13,5-14,0 A.010 RC18

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

7

Vol

ume

(%)

Mean D 13,5-14,0 A.010 RC18, 15. december 2009 12:00:34 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.060.360.660.971.291.581.862.132.41

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.723.073.493.954.444.925.365.715.946.015.915.655.234.704.103.512.96

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

2.482.061.711.401.120.870.630.420.220.090.010.000.000.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 43: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 28 D 12,15-13,70 A.011 BS17

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4

Vol

ume

(%)

Mean D12,15-13,70 A.011 BS 17, 11. december 2009 13:08:05 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.220.480.751.011.221.411.561.69

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.811.952.112.312.522.742.973.193.373.523.603.623.573.483.363.253.16

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.103.063.022.962.842.652.382.041.691.351.080.910.850.891.011.171.34

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

1.481.561.551.441.210.890.530.120.010.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 44: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 29 D 3,2-4,0 A.011 BS5

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 3,2-4,0 A.011 BS 5, 10. december 2009 13:28:38 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.250.490.700.881.011.101.161.19

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.211.241.281.361.461.591.751.942.142.362.572.762.923.043.143.233.31

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.403.523.683.864.064.244.374.424.344.123.773.312.782.211.641.110.68

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.310.110.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 45: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 30 D 1,0-1,5 A.012 BS2

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

Vol

ume

(%)

Mean D 1,0-1,5 A.012 BS2 A, 10. december 2009 12:20:58 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.010.110.510.841.131.391.581.721.831.91

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.002.122.312.572.893.283.714.164.604.975.245.375.345.144.784.303.74

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.162.592.061.591.200.880.630.430.290.210.180.190.240.310.360.390.39

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.360.330.300.310.360.470.610.780.920.990.920.750.250.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 46: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 31 D 9,05-9,30 A.012 RC9

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 9,05-9,30 A.012 RC9, 15. december 2009 09:23:55 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.150.290.410.520.600.670.710.74

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.760.780.810.850.890.951.001.061.121.171.221.251.281.291.301.301.31

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.321.331.351.351.341.311.281.241.241.271.381.581.872.242.683.133.57

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.954.264.454.534.494.324.073.763.392.992.562.091.581.060.490.080.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 47: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 32 D 0,9-1,6 A.013 BS3

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

Vol

ume

(%)

Mean D 0,9-1,6 A.013 BS 3, 10. december 2009 12:46:14 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.120.220.310.390.460.500.540.56

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.580.600.630.660.690.730.770.820.860.900.930.940.950.950.940.930.92

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.910.900.890.880.860.840.820.800.820.870.981.151.381.651.942.242.53

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

2.803.083.373.714.094.504.925.275.485.485.214.663.892.962.031.060.14

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 48: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 33 D 8,2-8,95 A.013 RC9

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4

Vol

ume

(%)

Mean D 8,2-8,95 A.013 RC9, 15. december 2009 09:35:06 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.270.490.690.881.021.131.211.27

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.321.381.441.521.601.691.781.871.952.022.062.082.062.021.961.901.83

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.781.731.681.621.561.481.401.321.261.251.321.471.712.032.382.733.04

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.283.433.493.463.343.142.892.582.251.871.461.000.520.100.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 49: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 34 D 0,0-0,5 A.014 BS1

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4 4.5

Vol

ume

(%)

Mean D0,0-0,5 A.014 BS1, 10. december 2009 11:11:46 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.260.440.600.750.860.951.011.05

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.081.111.151.191.241.291.341.381.421.451.471.481.471.451.431.411.39

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.381.381.381.381.361.341.321.311.321.401.541.772.082.452.843.213.53

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.773.913.953.903.763.563.313.042.752.432.081.681.220.730.220.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 50: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 35 D 4,1 A.014 RC11

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4

Vol

ume

(%)

Mean D 4,1 A.014 RC11, 15. december 2009 11:04:03 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.140.340.520.690.830.951.041.11

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.181.261.351.451.571.701.821.952.062.142.192.202.172.102.001.901.79

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.701.611.531.461.371.281.191.101.041.021.061.191.401.702.052.422.78

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.093.323.453.473.383.192.942.642.352.061.811.561.321.070.810.560.34

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.180.080.030.010.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 51: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 36 D 5,55-6,15 A.014 RC13

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

Vol

ume

(%)

Mean D 5,55-6,15 A.0,14 RC 13, 15. december 2009 11:17:26 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.380.701.001.271.491.671.801.90

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.972.042.092.152.192.202.202.182.132.071.981.871.751.621.511.411.35

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.311.301.301.301.291.261.221.171.141.151.231.391.631.932.272.592.87

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.073.173.183.102.952.752.512.272.021.761.471.140.750.370.160.070.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 52: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 37 D 3,0-4,0 A.015A BS4

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

Vol

ume

(%)

Mean D 3,0-4,0 A.015A BS 4, 10. december 2009 13:14:03 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.120.340.560.750.911.041.131.20

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.281.381.521.732.002.342.753.223.744.254.735.135.405.525.485.274.93

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

4.493.983.452.932.452.041.701.451.261.141.071.041.020.990.930.820.69

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.550.430.320.240.170.090.010.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 53: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 38 D 5,80 7,0 A.016 BS9

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D5,80-7,0 A.016 BS 9, 11. december 2009 10:33:25 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.010.080.440.741.021.261.451.601.701.79

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.882.002.162.382.652.963.303.664.014.324.554.684.694.584.344.023.62

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.192.752.331.921.561.240.960.750.610.550.570.680.851.051.241.371.43

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

1.401.301.140.950.750.550.390.250.160.060.040.030.010.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 54: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 39 D 11,60-12,55 A.016 RC17

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 11,60-12,55 A.016 RC 17, 15. december 2009 11:50:30 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.060.180.280.370.440.500.540.57

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.600.640.680.740.810.890.981.071.171.251.331.391.431.461.471.471.47

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.471.461.451.431.391.341.281.221.181.191.261.431.712.092.553.053.56

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

4.034.434.694.814.764.544.193.743.242.722.221.771.361.010.710.460.27

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.100.060.030.010.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 55: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 40 D 0,0-1,0 A.017 BS1

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

Vol

ume

(%)

Mean D 0,0-1,0 A.017 BS1, 10. december 2009 11:23:27 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.010.130.520.841.141.401.601.761.881.97

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.062.192.352.582.863.183.543.914.274.604.844.984.984.844.554.163.68

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.172.642.141.681.280.950.680.480.350.270.250.270.320.370.420.430.42

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.380.350.350.380.470.610.801.001.161.231.130.920.300.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 56: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 41 D 18,15-18,75 A.017 BS16

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

6

Vol

ume

(%)

Mean D18,15-18,75 A.017 BS 16, 11. december 2009 13:00:38 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.010.160.901.542.162.723.193.573.864.08

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

4.264.414.554.694.804.884.924.914.844.684.434.073.613.072.491.931.43

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.040.770.620.570.580.620.640.640.610.550.480.420.370.340.310.280.24

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.200.160.130.100.080.030.010.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 57: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 42 D 5,1-5,8 A.017 RC7

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D5,1-5,8 A.017 RC 7, 11. december 2009 13:54:31 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.130.300.450.590.700.780.850.90

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.940.991.031.091.151.211.271.321.371.411.431.441.431.401.371.341.32

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.311.301.291.281.261.221.181.131.111.141.241.441.742.142.603.083.54

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.944.244.424.494.434.294.073.803.473.072.541.880.990.160.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 58: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 43 D 0,5-0,6 A.018 BS2

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean D 0,5-0,6 A.018 BS2, 10. december 2009 12:00:44 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.100.180.250.320.370.410.430.45

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.470.490.510.540.570.600.640.670.710.740.760.770.770.770.750.740.73

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.730.730.720.720.710.690.680.670.680.730.851.031.301.632.022.432.84

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.223.563.834.044.194.294.354.404.434.434.394.264.013.643.142.561.97

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

1.390.840.170.020.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 59: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 44 D 7,2-7,3-A.018 RC10

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

0.5

1

1.5

2

2.5

3

Vol

ume

(%)

Mean D 7,2-7,3 A.018 RC10, 15. december 2009 10:27:27 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.520.891.231.531.781.972.112.20

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.282.352.412.472.532.562.572.552.512.442.342.222.081.921.771.641.54

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.471.431.401.381.351.311.261.221.191.201.271.411.621.862.112.332.49

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

2.572.572.492.362.192.011.851.711.571.401.170.880.410.120.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 60: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 45 D 1,5-2,5 A.019 BS3

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

2

4

6

8

10

12

14

Vol

ume

(%)

Mean D1,5-2,5 A.019 BS 3, 10. december 2009 12:57:48 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.000.000.000.000.000.020.090.140.190.220.220.160.010.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.060.601.713.405.517.819.86

11.3111.8811.4910.278.486.474.522.871.620.78

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.280.010.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 47prøver nov 2009.mea

Page 61: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 46 A 2009 A 002 D 0,3m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

2

4

6

8

10

Vol

ume

(%)

Mean A2009 A002 D0,3m, 5. januar 2010 11:05:12 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.080.120.160.190.220.240.25

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.270.290.320.340.380.410.450.480.500.520.530.550.570.600.640.700.76

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.830.870.870.830.750.650.610.711.041.692.714.065.647.248.639.549.79

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

9.338.226.674.913.241.570.040.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 62: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 47 2009 A003B D 2m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7 8 9

Vol

ume

(%)

Mean A 2009 A003B D2m, 5. januar 2010 14:20:18 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.150.240.320.380.430.460.49

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.520.560.600.660.720.800.890.971.071.161.251.331.421.501.581.651.71

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.761.771.751.691.621.581.621.812.212.853.734.775.856.787.377.497.06

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

6.154.893.512.120.760.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 63: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 48 A 2009 A003B 0,5m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean A 2009 A003B 0,5m, 5. januar 2010 11:27:38 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.190.340.480.590.690.760.810.85

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.880.930.981.041.111.181.251.321.381.431.471.491.501.491.481.461.45

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

1.441.421.381.331.251.161.071.031.081.251.572.052.663.323.934.404.67

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

4.704.534.223.883.583.373.253.132.942.471.900.490.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 64: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 49 A 2009 A005 D 0,3m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

2

4

6

8

10

12

Vol

ume

(%)

Mean A2009 A005 D0,3m, 5. januar 2010 14:30:50 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.070.110.140.170.190.210.23

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.240.260.280.310.340.380.420.460.510.550.590.620.640.640.630.610.59

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.570.570.580.620.670.720.760.750.680.530.320.030.000.000.040.411.27

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

2.624.446.478.419.83

10.5010.269.217.615.763.952.420.770.040.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 65: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 50 A 2009 A006 D 0,5m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

2

4

6

8

10

12

Vol

ume

(%)

Mean A 2009 A006 D0,5m, 5. januar 2010 14:42:29 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.010.060.080.100.11

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.120.130.150.160.180.210.230.260.290.310.340.350.360.360.340.330.31

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.300.300.320.360.410.460.480.460.370.210.000.000.000.000.090.611.65

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.165.097.149.05

10.4311.0610.839.818.206.304.382.720.920.080.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 66: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 51 A 2009 A006 D 1,5m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7

Vol

ume

(%)

Mean A 2009 A006 D1,5m, 5. januar 2010 14:48:37 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.350.701.051.371.651.872.062.23

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

2.412.652.963.363.844.364.915.435.896.216.356.285.975.454.764.003.21

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

2.501.891.411.040.780.590.460.350.270.200.160.140.140.150.160.170.14

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.100.030.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 67: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 53 A 2009 A008 D 0,3m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

2

4

6

8

10

12

14

Vol

ume

(%)

Mean A2009 A008 D0,3m, 5. januar 2010 14:55:28 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.504.359.50

11.6512.0510.277.364.442.391.421.151.211.351.341.241.261.53

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.962.352.542.492.291.981.631.331.120.980.920.880.850.800.720.620.52

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.420.350.310.290.290.290.290.270.230.160.080.000.000.000.000.000.00

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 68: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 57 A 2009 A010 D 1,5m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 1 2 3 4 5 6 7 8

Vol

ume

(%)

Mean A 2009 A010 D1,5m, 6. januar 2010 09:11:26 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.080.200.320.410.490.550.600.64

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.680.730.800.880.971.081.201.321.451.581.701.811.922.002.072.122.14

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

2.122.082.001.931.881.922.102.463.023.764.625.466.166.556.526.035.14

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

3.982.741.480.300.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 69: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 58 A 2009 A015 D 2m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 0.5

1 1.5

2 2.5

3 3.5

4 4.5

Vol

ume

(%)

Mean A 2009 A015 D2m, 6. januar 2010 09:23:23 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.150.350.550.720.860.961.021.07

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.121.181.271.401.561.761.982.242.512.793.053.273.433.503.503.433.33

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.233.163.143.213.343.533.723.873.913.813.553.152.642.101.561.080.70

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.430.280.210.200.230.270.300.330.320.290.250.150.060.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

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Sample 59 A 2009 A016 D 0,5m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0

1

2

3

4

5

Vol

ume

(%)

Mean A 2009 A016 D0,5m, 6. januar 2010 10:36:26 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.010.230.440.630.790.910.991.041.06

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

1.081.101.131.191.281.391.541.711.912.142.372.612.833.023.183.323.44

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

3.543.643.743.863.984.104.184.204.143.973.683.282.802.261.711.190.74

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

0.420.220.140.170.250.350.430.470.460.380.280.070.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 71: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

Sample 71 A 2009 A001 D 0,3-0,5m

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000 Particle Size (µm)

0 2 4 6 8

10 12 14 16 18

Vol

ume

(%)

Mean A2009 A001 D0,3-0,5m, 5. januar 2010 10:40:54 Size (µm)

0.0100.0110.0130.0150.0170.0200.0230.0260.0300.0350.0400.0460.0520.0600.0690.0790.0910.105

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Size (µm)0.1050.1200.1380.1580.1820.2090.2400.2750.3160.3630.4170.4790.5500.6310.7240.8320.9551.096

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.040.100.11

Size (µm)1.0961.2591.4451.6601.9052.1882.5122.8843.3113.8024.3655.0125.7546.6077.5868.710

10.00011.482

Volume In %

0.130.160.190.220.250.280.300.310.310.280.250.210.180.150.150.180.24

Size (µm)11.48213.18315.13617.37819.95322.90926.30330.20034.67439.81145.70952.48160.25669.18379.43391.201

104.713120.226

Volume In %

0.320.390.430.400.290.090.000.000.000.00

-0.000.291.263.636.34

10.4413.50

Size (µm)120.226138.038158.489181.970208.930239.883275.423316.228363.078416.869478.630549.541630.957724.436831.764954.993

1096.4781258.925

Volume In %

15.2214.6712.298.505.082.300.500.010.000.000.000.000.000.000.000.000.00

Size (µm)1258.9251445.4401659.5871905.4612187.7622511.8862884.0323311.3113801.8944365.1585011.8725754.3996606.9347585.7768709.636

10000.000

Volume In %

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Average of 3 measurements from DHI 11 prøver 17 dec 2009.mea

Page 72: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059.II FEHY

A P P E N D I X E

Owen Tube Tests

Page 73: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-1 FEHY

Figure E1 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Figure E2 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Page 74: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-2 FEHY

Figure E3 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Figure E4 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Page 75: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-3 FEHY

Figure E5 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Figure E6 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Page 76: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-4 FEHY

Figure E7 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Figure E8 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Page 77: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-5 FEHY

Figure E9 Result of settling velocity tests. The red line represents results from 180-min Owen tube test.

The blue line shows the settling velocities for primary particles calculated using Stoke’s law

with a density of 2650 kg/m3. Purple line shows the settling velocities for primary particles

calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode (factor

10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary particles

calculated using Stoke’s law, corrected for flocculation and scaled to match the results from

the Owen type

Figure E10 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Page 78: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-6 FEHY

Figure E11 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Figure E12 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Page 79: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-7 FEHY

Figure E13 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type.

Figure E14 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Page 80: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-8 FEHY

Figure E15 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Figure E16 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Page 81: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II E-9 FEHY

Figure E17 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Figure E18 Result of settling velocity tests. The red line represents results from 180-min Owen tube

test. The blue line shows the settling velocities for primary particles calculated using Stoke’s

law with a density of 2650 kg/m3. Purple line shows the settling velocities for primary parti-

cles calculated using Stoke’s law and grain sizes corrected for flocculation/breakup mode

(factor 10) and a density of 2650 kg/m3. Green line shows the settling velocities for primary

particles calculated using Stoke’s law, corrected for flocculation and scaled to match the re-

sults from the Owen type

Page 82: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X F

See A3 binder

Page 83: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X G

See A3 binder

Page 84: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X H

See A3 binder

Page 85: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X I

See A3 binder

Page 86: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X J

See A3 binder

Page 87: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X K

See A3 binder

Page 88: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X L

See A3 binder

Page 89: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X M

See A3 binder

Page 90: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

E1TR0059 Volume II FEHY

A P P E N D I X N

Statistical Analysis of Time Series for Bridge Solution

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E1TR0059 Volume II N-1 FEHY

Table N1 Fractiles and exceedance times for E-ME tunnel solution with production facility at Rødby-

havn 2014-2019. No background concentration included

Stations f10 f50 f75 f95 E2 E5 E10 E15 E20 E50

NS01 0.00 0.02 0.09 0.29 1.2 0.3 0.1 0.0 0.0 0.0

NS02 0.00 0.02 0.11 0.50 1.2 0.1 0.1 0.0 0.0 0.0

NS03 0.00 0.03 0.13 0.52 1.5 0.3 0.0 0.0 0.0 0.0

NS04 0.00 0.05 0.43 2.21 10.6 5.6 3.0 1.9 1.3 0.3

NS05 0.00 0.03 0.14 0.67 3.1 1.1 0.3 0.1 0.1 0.0

NS06 0.00 0.00 0.01 0.03 0.0 0.0 0.0 0.0 0.0 0.0

NS07 0.00 0.00 0.02 0.08 0.1 0.0 0.0 0.0 0.0 0.0

NS08 0.00 0.00 0.02 0.07 0.2 0.0 0.0 0.0 0.0 0.0

NS09 0.00 0.00 0.01 0.04 0.3 0.1 0.0 0.0 0.0 0.0

NS10 0.00 0.00 0.01 0.05 0.0 0.0 0.0 0.0 0.0 0.0

MS01 0.00 0.01 0.03 0.08 0.1 0.0 0.0 0.0 0.0 0.0

MS02 0.00 0.01 0.02 0.08 0.3 0.0 0.0 0.0 0.0 0.0

Table N2 Fractiles and exceedance times for E-ME tunnel solution without local production facility

2014-2019. No background concentration included

Stations f10 f50 f75 f95 E2 E5 E10 E15 E20 E50

NS01 0.00 0.02 0.07 0.23 0.9 0.3 0.1 0.0 0.0 0.0

NS02 0.00 0.02 0.09 0.36 0.7 0.1 0.0 0.0 0.0 0.0

NS03 0.00 0.02 0.11 0.41 1.1 0.2 0.0 0.0 0.0 0.0

NS04 0.00 0.04 0.34 1.74 9.0 4.7 2.5 1.6 1.1 0.3

NS05 0.00 0.02 0.11 0.51 2.6 0.9 0.3 0.1 0.1 0.0

NS06 0.00 0.00 0.01 0.03 0.0 0.0 0.0 0.0 0.0 0.0

NS07 0.00 0.00 0.02 0.08 0.1 0.0 0.0 0.0 0.0 0.0

NS08 0.00 0.00 0.02 0.06 0.1 0.0 0.0 0.0 0.0 0.0

NS09 0.00 0.00 0.01 0.04 0.3 0.0 0.0 0.0 0.0 0.0

NS10 0.00 0.00 0.01 0.04 0.0 0.0 0.0 0.0 0.0 0.0

MS01 0.00 0.00 0.02 0.07 0.0 0.0 0.0 0.0 0.0 0.0

MS02 0.00 0.01 0.02 0.06 0.3 0.0 0.0 0.0 0.0 0.0

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E1TR0059 Volume II N-2 FEHY

Table N3 Fractiles and exceedance times for nearshore measurements 01.01.2009 – 01.04.2011

(NS01-03 01.01.2009 – 01.11.2010)

Stations f10 f50 f75 f95 E2 E5 E10 E15 E20 E50

NS01 0.63 1.14 1.93 12.54 24.2 12.3 6.7 3.9 2.3 0.5

NS02 0.76 1.49 3.82 27.99 38.2 21.4 13.8 10.2 7.9 1.8

NS03 0.97 2.16 6.38 23.91 52.9 30.1 16.5 9.5 6.6 1.6

NS04 1.15 2.39 5.98 33.22 60.1 28.3 17.4 12.3 9.2 2.8

NS05 1.56 4.96 15.34 51.88 79.9 49.8 33.5 25.4 19.8 5.4

NS06 0.82 1.26 1.89 4.98 22.6 5.0 1.3 0.4 0.2 0.0

NS07 0.82 1.46 2.69 9.60 34.2 12.4 4.7 2.5 1.3 0.1

NS08 0.86 1.48 2.44 7.90 32.4 9.1 3.8 2.1 1.4 0.3

NS09 0.81 1.26 1.87 5.83 22.4 6.0 2.6 1.3 0.9 0.1

NS10 0.80 1.23 1.97 6.51 24.6 7.7 2.1 1.0 0.6 0.1

MS01 0.1 0.7 1.1 3.0 9.4 2.2 0.3 0.1 0.0 0.0

MS02 0.1 0.7 1.0 2.3 6.4 1.1 0.3 0.1 0.0 0.0

Table N4 Fractiles and exceedance times for E-ME tunnel solution without local production facility 2015.

No background concentration included

Stations f10 f50 f75 f95 E2 E5 E10 E15 E20 E50

NS01 0.01 0.11 0.28 0.64 3.4 1.1 0.3 0.1 0.0 0.0

NS02 0.01 0.17 0.49 0.95 2.4 0.3 0.1 0.1 0.1 0.0

NS03 0.01 0.20 0.63 1.23 4.7 1.0 0.1 0.1 0.0 0.0

NS04 0.01 0.26 1.37 6.51 20.4 12.3 7.5 5.3 3.8 1.2

NS05 0.00 0.11 0.51 1.43 6.8 2.4 0.8 0.3 0.2 0.0

NS06 0.00 0.00 0.01 0.04 0.2 0.0 0.0 0.0 0.0 0.0

NS07 0.00 0.01 0.03 0.32 0.3 0.0 0.0 0.0 0.0 0.0

NS08 0.00 0.01 0.03 0.16 0.5 0.0 0.0 0.0 0.0 0.0

NS09 0.00 0.00 0.01 0.04 0.0 0.0 0.0 0.0 0.0 0.0

NS10 0.00 0.00 0.01 0.03 0.0 0.0 0.0 0.0 0.0 0.0

MS01 0.00 0.03 0.10 0.22 0.2 0.0 0.0 0.0 0.0 0.0

MS02 0.00 0.02 0.06 0.33 1.2 0.1 0.0 0.0 0.0 0.0

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E1TR0059 Volume II N-3 FEHY

Table N5 Fractiles and exceedance times for E-ME tunnel solution with production facility at Rødby-

havn 2015. No background concentration included

Stations f10 f50 f75 f95 E2 E5 E10 E15 E20 E50

NS01 0.02 0.13 0.33 0.76 3.9 1.3 0.4 0.2 0.0 0.0

NS02 0.02 0.21 0.70 1.34 4.6 0.3 0.1 0.1 0.1 0.0

NS03 0.01 0.25 0.74 1.48 5.8 1.1 0.1 0.1 0.0 0.0

NS04 0.01 0.37 1.97 8.50 24.9 14.8 9.0 6.3 4.5 1.5

NS05 0.01 0.15 0.74 1.80 8.7 3.3 0.8 0.3 0.2 0.0

NS06 0.00 0.00 0.01 0.05 0.2 0.0 0.0 0.0 0.0 0.0

NS07 0.00 0.01 0.04 0.34 0.3 0.0 0.0 0.0 0.0 0.0

NS08 0.00 0.01 0.04 0.18 0.6 0.0 0.0 0.0 0.0 0.0

NS09 0.00 0.00 0.01 0.04 0.0 0.0 0.0 0.0 0.0 0.0

NS10 0.00 0.00 0.01 0.03 0.0 0.0 0.0 0.0 0.0 0.0

MS01 0.01 0.04 0.11 0.24 0.2 0.0 0.0 0.0 0.0 0.0

MS02 0.00 0.02 0.06 0.34 1.2 1.2 0.1 0.0 0.0 0.0

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E1TR0059 Volume II FEHY

A P P E N D I X O

Statistical Analysis of Time Series for Bridge Solution

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E1TR0059 Volume II O-1 FEHY

Table O1 Fractiles and exceedance times for bridge solution 2014-2016. No background concentra-

tion included

Stations f10 f50 f75 f95 E2 E5 E10 E15 E20 E50

NS01 0.00 0.00 0.01 0.05 0.1 0.0 0.0 0.0 0.0 0.0

NS02 0.00 0.00 0.01 0.04 0.2 0.0 0.0 0.0 0.0 0.0

NS03 0.00 0.00 0.02 0.07 0.3 0.1 0.0 0.0 0.0 0.0

NS04 0.00 0.01 0.06 0.52 3.8 1.2 0.4 0.0 0.0 0.0

NS05 0.00 0.00 0.03 0.14 0.1 0.0 0.0 0.0 0.0 0.0

NS06 0.00 0.00 0.00 0.01 0.0 0.0 0.0 0.0 0.0 0.0

NS07 0.00 0.00 0.00 0.02 0.0 0.0 0.0 0.0 0.0 0.0

NS08 0.00 0.00 0.00 0.02 0.0 0.0 0.0 0.0 0.0 0.0

NS09 0.00 0.00 0.00 0.01 0.0 0.0 0.0 0.0 0.0 0.0

NS10 0.00 0.00 0.00 0.01 0.0 0.0 0.0 0.0 0.0 0.0

MS01 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0

MS02 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0

Table O2 Fractiles and exceedance times for nearshore measurements 01.01.2009 – 01.04.2011

(NS01-03 01.01.2009 – 01.11.2010)

Stations f10 f50 f75 f95 E2 E5 E10 E15 E20 E50

NS01 0.63 1.14 1.93 12.54 24.2 12.3 6.7 3.9 2.3 0.5

NS02 0.76 1.49 3.82 27.99 38.2 21.4 13.8 10.2 7.9 1.8

NS03 0.97 2.16 6.38 23.91 52.9 30.1 16.5 9.5 6.6 1.6

NS04 1.15 2.39 5.98 33.22 60.1 28.3 17.4 12.3 9.2 2.8

NS05 1.56 4.96 15.34 51.88 79.9 49.8 33.5 25.4 19.8 5.4

NS06 0.82 1.26 1.89 4.98 22.6 5.0 1.3 0.4 0.2 0.0

NS07 0.82 1.46 2.69 9.60 34.2 12.4 4.7 2.5 1.3 0.1

NS08 0.86 1.48 2.44 7.90 32.4 9.1 3.8 2.1 1.4 0.3

NS09 0.81 1.26 1.87 5.83 22.4 6.0 2.6 1.3 0.9 0.1

NS10 0.80 1.23 1.97 6.51 24.6 7.7 2.1 1.0 0.6 0.1

MS01 0.1 0.7 1.1 3.0 9.4 2.2 0.3 0.1 0.0 0.0

MS02 0.1 0.7 1.0 2.3 6.4 1.1 0.3 0.1 0.0 0.0

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E1TR0059 Volume II FEHY

A P P E N D I X PField Tests

Page 97: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

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Page 99: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

CONTENTS

1 INTRODUCTION ............................................................................................ 1 

2 THE SPILL EXPERIMENT, SEPTEMBER 2009 ...................................................... 2 2.1 General ....................................................................................................... 2 2.2 Ships .......................................................................................................... 4 2.3 Sediment Spill Rates ..................................................................................... 7 2.4 Spill Experiments .......................................................................................... 8 2.5 Hydrodynamic and Meteorological Test Conditions ........................................... 10 2.6 Settling Velocity Measurements .................................................................... 12 2.7 Examples of Plumes .................................................................................... 18 

3 ADDITIONAL PLUME MEASUREMENTS, OCTOBER 2010 ..................................... 24 3.1 General ..................................................................................................... 24 3.2 Equipment ................................................................................................. 25 3.3 Survey Procedures ...................................................................................... 25 3.4 Hydrodynamic Conditions ............................................................................. 27 3.5 Analysis of Dredged Material ........................................................................ 27 3.6 Analysis of Water Samples ........................................................................... 28 3.7 LISST Measurements ................................................................................... 30 3.8 Evaluation of Breakup Mode and Flocculation .................................................. 33 3.9 Owen Tube Tests ........................................................................................ 36 

4 CONCLUSIONS ........................................................................................... 38 4.1 Spill Experiment September 2009, Danish Side ............................................... 38 4.2 Spill Measurements October 2010, Test Pit, German Side ................................. 38 

5 REFERENCES .............................................................................................. 39  Appendix A Grain Size Distributions from Maricavor

Page 100: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

List of Abbreviations

Grt: Gross tonnage

Nt: Net tonnage

Tdw: Total dead weight

Loa: Length overall

Br: Width

Dr: Draft

ADCP: Acoustic Doppler Current Profiler

MS01: Main station 1

MS02: Main station 2

SSC: Suspended Sediment Concentration

Ws: Settling velocity Ws50: Median settling velocity d50: Median grain size UTC: Coordinated Universal time

GMT: Greenwich Mean Time

Page 101: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

1 INTRODUCTION

The ATR ENV010017 “Baseline for Suspended Sediment, Sediment Spill, related Surveys and Field Experiment” was sent to Femern A/S on 15 June 2009 and approved on 29 June 2009. The overall objective of this ATR is to assess the possible impact from sediment spill during construction of the fixed link between Denmark and Germany on the natural suspended concentration levels and deposition patterns. Four activities are defined: 1. Determination of baseline conditions with respect to sediment suspension

and sedimentation in the Fehmarnbelt 2. Field studies to measure the behaviour of sediment spills in the Fehmarnbelt

3. Establishment of spill budgets for the bridge and the tunnel solution based

on geotechnical information and earth budgets for the two solutions

4. Establishment and calibration of a spill assessment model and simulation of spills for the two solutions

This report covers activity 2. A spill experiment was undertaken in September 2009. The current speeds during the spill experiment were very low and were unfortunately not representative for the normal conditions. The results achieved during the exper-iment are unsuitable for model calibration.

Additional spill measurements were therefore conducted in October 2010. The meas-urements were conducted in connection with Rambøll/Arups geotechnical test pit.

The present report includes the outcome of both experiments.

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Page 103: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

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Page 104: FEHMARNBELT FIXED LINK - Femern E1TR0059 Vol II... · 2016. 3. 17. · cb 0D case, Teeter profile (Teeter, 1986), for application in 2D horizontal model The mud concentration is related

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11802

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11802

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11802

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

Table 2-3 Dredging activities for immersed tunnel solution

Dredging activity Production rate (m3/h) Spill rate (%) Spill Volume (m3/h)

Cutter suction dredger exca-vating in water depths less than 20 m

625 2 % 12.5

Cutter suction dredger exca-vating in water depths above 20 m

400 2% 8

Sand mining 612 6.6 % 40.4

Disposal of sediment 625 1 % 6.25

Table 2-4 Dredging activities for bridge solution

Dredging activity Production rate (m3/h) Spill rate (%) Spill Volume (m3/h)

Backhoe excavating in water depths less than 20 m

220 4 % 8.8

Backhoe excavating in water depths above 20 m

180 4% 7.2

Sand mining 612 6.6 % 40.4

Disposal of sediment 625 1 % 6.25

Reclamation of anchor blocks 625 7% 43.75

Reclamations at land falls 540 2% 10.8

Most of the operations cause a spill in the order of 10 m3/h. Only the disposal of sediment, the sand mining and the operations for reclamation of anchor blocks cause larger spills. It was therefore chosen to select a discharge rate in the order of 8-12 m3/h. After the test has been conducted more knowledge of expected equip-ment and spillage rates has become available from Rambøll, Ref /3/.

2.4 Spill Experiments

The tests were carried out on the 17th-18th of September 2009. An overview of the tests is given in Table 2-5.

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

Table 2-5 Overview of performed tests

Test Date/ Time (UTC)

Current speed (m/s) *

Soil origin and de-scription **

Outlet type and depth

Test dura-tion

Volumes *** Comments

1 16/9 2009 06:49

West bound 5 cm/s

Grey plas-tic mud from loca-tion A008

Surface outlet

1 h 37 min

10 m3 sedi-ment 100 m3 water

Dredged material hard and lumpy. Test meant as pilot but partly OK. Weather, sunny. Wind, weak, shifting NE

2 16/9 2009 08:42

West bound 25 cm/s

Grey plas-tic mud from loca-tion A008

Surface outlet

1 h 11min

12 m3 sedi-ment 100 m3 water

Test ok. Very visible but short plume. Weather, sunny with weak shifting winds from NE

3 16/9 2009 12:22

South bound 10 cm/s

Grey plas-tic mud from loca-tion A008

Sub-merged outlet (-15m)

42 min 11 m3 sedi-ment 110 m3 water

Test ok. Plume small, short and well defined on ADCP. Weather, sunny with weak shifting winds from NE

4 16/9 2009 14:09

South bound 5 cm/s

Grey plas-tic mud from loca-tion A008

Sub-merged outlet (-15 m)

55 min 14 m3 sedi-ment 125 m water

Test ok. Plume small, short and well defined on ADCP. Hard to locate. Weather, sunny, weak shifting winds from NE

5 17/09 2009 06:54

South west bound 15 cm/s

Clay till (grey or brown) from loca-tion A014

Surface outlet

1 h 11 min

9 m3 sediment 110 m3 water

Test conducted partially with ship sailing backwards (La-grangsk approach) due to very weak currents at the beginning of the test. Weather, sunny with weak shifting winds from NE and few clouds. Test not ok due to turbulence etc.

6 17/09 2009 09:46

West bound 12 cm/s

Clay till (grey or brown) from loca-tion A014

Surface outlet

59 min 10.5 m3 sedi-ment 110 m3 water

Test ok but very weak current gives small plume. Weather, sunny with weak shifting winds from NE and few clouds

7 17/09 2009 13.30

West bound 12 cm/s

Grey plas-tic mud from loca-tion A008

Surface outlet

3 h 55 min

35.5 m3 sedi-ment 300 m3 water

First part of the experiment had very low currents. Last two hours with increasing currents. Weather, sunny with weak shifting winds from NE and few clouds.

*Measured at the beginning of the test by ADCP at the spill level. ** Locations and descriptions are identical to those used in the geotechnical investigations /2/. ***Volumes are bulk volumes measured in the grab.

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

The first test showed that it was necessary to test shorter periods than originally anticipated because it proved harder than expected to break up the sediment and form the slurry without lumps. Therefore smaller amounts of sediment were used in order to be able to create the necessary slurry. For test seven the sediment used was easier to break up and thus it was possible to perform a long test. This also served the purpose of counteracting the weak current conditions. In Table 2-6 the spill rates and the durations of the tests are given.

Table 2-6 Outlet rates of sediment for the individual scenarios and duration of tests

Test Volumes of sediment in the tank* [m3]

Spill rate [m3/h] * Duration

1 10 6.2 1 h 37 min

2 12 10.1 1 h 11min

3 11 15.7 42 min

4 14 15.3 55 min

5 9 7.6 1 h 11 min

6 10.5 10.7 59 min

7 35.5 11.5 3h 55min

*Volumes calculated based on the volumes from the grab.

2.5 Hydrodynamic and Meteorological Test Conditions

Wind and current conditions in the test period were mild. The wind speeds varied between 0 m/s and 5 m/s from shifting directions but mostly from northerly direc-tions. The air temperature was between 16 and 22 degrees and the sun was shin-ing. In some periods a thin cloud layer was present.

A slight swell of 10-20 cm was detected in the beginning of the test period but otherwise no significant waves were present.

In the days up to the test period the currents had been strong, up to 1 m/s. But as the weather got better the current speed levelled out below 20 cm/sec and below 10 cm/sec on the second test day. Visual observations at the site indicated very local variations in the current patterns. In Figure 2-8 the measured current speeds from MS01 in the test period are shown.

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11802

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salinities d appeared around 12- the Katteg2 degrees a

nditions for test condi

alinity and tem

ROGRAP

n MS01 (appr

during the well mixed13 PSU. Hogat arrivedand an incr

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11802650-23_The spill experiment_klb.be.02.2011 FEHY

Table 2-7 Overview of test conditions from MS01

Date Wind speed

Wind direction

Air temp ◦C

Cloudiness Surface current speed and direction

Salinity Temperature ◦C

16 Septem-ber 2009

Less than 5 m/s

Shifting mostly NE

16 – 22 Clear sky few high clouds

0 – 25 cm/s West going

12 – 13 PSU

16 – 17

17 Septem-ber 2009

Less than 5 m/s

Shifting mostly NE

16 – 22 Clear sky with some high clouds

0 – 30 cm/s Shifting

12 – 20 PSU

15 – 17

2.6 Settling Velocity Measurements

A total of 18 settling velocity tests were carried out in situ. The tests were Owen tube tests. Most of the tests showed very low SSC and low settling velocity, Ws, which made it impossible to determine a median settling velocity, Ws50. For six tests it was possible to calculate Ws50 - for the remaining tests Ws50 was below 0.05 mm/s which is the lower analytical limit using a maximum settling time of 64 min. It was possible to calculate Ws50 for four settling tubes sampled about 0.5 m above the bed in a situation with spill at the bed as well as for two settling tubes taken 1 and 4 m below the surface in situations with spill at the surface. The results are given in Table 2-8.

Table 2-8 Overview of settling velocities determined in Owen Tube tests

Test no.

Tube no.

Time (UTC) Depth below surface (m)

Concentration (mg/l)

Settling velocity Ws50

(mm/s)

3 8.1

16/9 2009 12:49 14 72.6 0.43

3 8.2

16/9 2009 12:53 14 29.7 3.66

4 9.1

16/9 2009 14:36 14 170.6 0.05

4 9.2

16/9 2009 14:36 14 167.8 0.06

5 10.2

17/9 2009 07:47 1 4.6 1.04

6 11.2

17/9 2009 10:08 4 5.0 0.17

The results show median settling velocities between 0.05 mm/s up to 3.66 mm/s. Results also show 12 tests with median settling velocities below 0.05 mm/s.

The settling velocity of fine-grained suspended material can also be calculated us-ing Stokes law (eq1) if particle diameter, d, effective particle density, ρfloc, and vis-cosity of the water are known. The effective density, ρfloc, is defined as density of the flocs. The settling velocity can be calculated as:

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11802650-23_The spill experiment_klb.be.02.2011 FEHY

1) ν18

)1(2 gsdWs⋅−⋅

=

In which:

ρρρ −

=− flocS 1

Simultaneously with the Owen tube tests a series of measurements using the LISTT 100 was done at the same locations. The LISST instrument provides measurements of d and volume concentration, vc. An estimate of the effective density can be found from the measured SSC and vc. If most of the material is un-flocculated the calcu-lated density will be the actual density of the particles.

2) c

floc vSSC

≈ρ

The settling velocities measured with settling tubes and estimated on the basis of LISST-data are given in Table 2-9 and plotted in Figure 2-10 and Figure 2-11.

Figure 2-10 Ws50 versus SSC

0 40 80 120 160 200SPMC (mg l-1)

0

1

2

3

4

Ws5

0 (m

m s

-1)

SSC (mg/l)

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11802650-23_The spill experiment_klb.be.02.2011 FEHY

Figure 2-11 Comparison of measured and estimated Ws50 based on settling tube and LISST measure-

ments, respectively. Circle: outlier dominated by single sand grains

The measured settling velocities varied by almost two orders of magnitude. The high settling velocities observed in one test were obviously related to settling of sand and silt particles whereas the majority of the samples showed slowly settling particulate matter. It has to be kept in mind that 12 tests not listed in Table 2-9 showed settling velocities below 0.05 mm s-1. No clear correlation between SSC and Ws50 was observed. Table 2-9 Overview of data measured using LISST and Owen tubes

Test no.

Time (UTC)

Depth below surface (m)

Concen- tration (mg/l)

Settling velocity Ws50

(mm/s)

Mean grain size, LISST (µm)

Eff. density, LISST (g/ cm3)

Vol conc, LISST (µl/l)

Ws50, LISST (mm/ s)

3 12:49 14 72.6 0.43 44 0.80 91 0.76 3 12:53 14 29.7 3.66 50 0.42 70 0.53 4 14:36 14 170.6 0.05 22 0.78 220 0.19 4 14:36 14 167.8 0.06 22 0.76 220 0.19 5 07:47 1 4.6 1.04 51 0.62 7 0.80 6 10:08 4 5.0 0.17 41 0.64 8 0.54 7 14.50 2.6 Varying Varying Varying Varying Varying Varying 7 16.32 2.6 Varying Varying Varying Varying Varying Varying

Figure 2-11 shows a comparison of Ws50 based on settling tube and LISST meas-urements, respectively. The velocities are in the same order of magnitude except for one outlier (tube 8.2) related to settling of primary particles in the sand-range. If this outlier is omitted in the analysis a correlation coefficient of 0.82 is found but due to the few observations (n = 5) this is not significant. Based on the calculation procedures outlined above it is possible to estimate the temporal variation of effective density and settling velocity for the Lagrangian ex-periments where the instrument is floating and following the plume. The LISST was

0 1 2 3 4Ws50, settling tube (mm s-1)

0

1

2

3

4W

s50,

LIS

ST

(mm

s-1)

y = x

r2 = 0.78

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11802650-23_The spill experiment_klb.be.02.2011 FEHY

tied to a buoy and left in the plume over a period of time measuring the change in plume properties over time. The Lagrangian tests were performed twice during Test 7. In total two Lagrangian experiments were carried out. The results are given in Figure 2-12 and Figure 2-13.

Both experiments showed an increase in d50, decrease in effective density and in-crease in Ws with time. This is consistent with the expected evolution under a grad-ual shift from a largely un-flocculated to a largely flocculated suspension. The two experiments did not show the same d50, Ws and effective densities. The first exper-iment (exp1) showed smaller grain sizes, higher effective density and lower settling velocity than exp2 both at the beginning and at the end of the experiment. Approx-imate values are listed in Table 2-10. The reason for the different result in absolute numbers is not known but it is most likely related to variations in the texture and aggregation of the spill material.

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11802650-23_The spill experiment_klb.be.02.2011 FEHY

0 20 40 60 80 100Time (min)

0

0.2

0.4

0.6

0.8

Ws,

cal

. (m

m s

-1)

0

0.4

0.8

1.2

Effe

ctiv

e de

nsity

(g c

m-3)

0

0.02

0.04

0.06

0.08

Mea

n gr

ain

size

(mm

)

0 20 40 60 80 100Time (min)

Lagrangian exp, 2.6 m below surface.start 15:50,

0 20 40 60 80 100Time (min)

Figure 2-12 Calculated effective density, mean grain size and Ws50, Langrangian exp. 1 performed

during Test 7. Start time is UTC+2h

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

0 20 40 60 80 100Time (min)

0

0.2

0.4

0.6

0.8

Ws,

cal

. (m

m s

-1)

0

0.4

0.8

1.2

Effe

ctiv

e de

nsity

(g c

m-3)

0

0.02

0.04

0.06

0.08

Mea

n gr

ain

size

(mm

)

0 20 40 60 80 100Time (min)

Lagrangian exp, 2.6 m below surface.start 17:32,

0 20 40 60 80 100Time (min)

Figure 2-13 Calculated effective density, mean grain size and Ws50, Langrangian exp. 2 performed during Test 7. Start time is UTC+2h

Table 2-10 Overview of results for Lagrangian experiments

d50, start microns

d50, end microns

∆ρ, start g/cm3

∆ρ, end g/cm3

Ws50, start mm/s

Ws50, end mm/s

exp 1 25 40 0.8 0.5 0.2 0.3 exp 2 20 60 1 0.3 0.2 0.5

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

2.7 Examples of Plumes

In the following ADCP mappings of concentrations for selected tests are presented.

The ADCP was mounted in an over-the-side frame at the vessel. The ADCP was set up to collect current speed and direction as well as the backscatter signals. The sig-nals were collected with ViSea Data Acquisition Software developed by AquaVision in the Netherlands. The backscatter signal is a measure of the content of suspended sediments in the water. The backscatter signal was converted to suspended sedi-ment concentration using the Plume Detection Toolbox also part of the ViSea suite. In real time the backscatter data was converted to suspended sediment concentra-tions by means of calibration measurements of SSC and CTD (conductivity, tem-perature, depth). The conversion method takes into account the influences of sound absorption by variable sediment concentrations in different layers. The sediment at-tenuation was calculated using an iterative process. The water absorption coeffi-cient was calculated using CTD data where conductivity was converted to salinity. During the post processing the real time coefficients were adjusted to the results of the filtered water samples and grain size distributions.

During the measurements CTD profiles were taken approximately every half hour and during the full experiment a total of 19 2L water samples were collected. Short-ly after the campaign it was possible to issue a first order result of the sediment flux but as the calibration is sensitive to a number of parameters including sedi-ment grain size distribution it was necessary to refine it further. A selection of the filters from the water samples was selected and analysed for grain size distribution using laser diffraction technique. After input of these results and complete repro-cessing of all data the final result was available.

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650-23_The spi

Figure 2-

FE

ill experiment_k

-14 Results m below

EHMARNB

klb.be.02.2011

from Test 1 ow the surface

16

BELT HYD

on 16 Septem between 07:2

6. Septemb

ROGRAP

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ber 2009 0

HY

sults in mg/l. 7:55 UTC

7:27 – 07:5

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55 UTC

F

ns measured 2

FEHY

2.1

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650-23_The spi

Figure 2-

FE

ill experiment_k

-15 Results m below

16.

EHMARNB

klb.be.02.2011

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Septembe

BELT HYD

on 16 Septem between 09:4

er 2009 09:

ROGRAP

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:42 – 10:07

HY

esults in mg/l.0:07 UTC

7 UTC

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F

ons measured

FEHY

2.6

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650-23_The spi

Figure 2-

FE

ill experiment_k

-16 Results m below

17. Sept

EHMARNB

klb.be.02.2011

from Test 7 ow the surface

tember 200

BELT HYD

on 17 Septem between 14:2

09 14:25 –

ROGRAP

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– 15:39 UT

HY

sults in mg/l. 5:39 UTC

C

Concentration

F

ns measured 7

FEHY

7.6

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650-23_The spi

Figure 2-

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ptember 20

BELT HYD

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lume are amg/l and 10es out long Figure 2-18

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650-23_The spi

Figure 2-

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11802

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11802

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11802

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11802

3.4

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11802

3.6

650-23_The spi

Figure 3-

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

Table 3-2 Overview of water samples

Name Time (UTC) Depth below surface (m)

Distance to dredger (m)

Concentration (mg/l)

S1 10:05 5 118 3.0

S2 10:22 1 3 23.6

S3 11:35 2 350 5.4

S4 11:43 2 300 1.2

S5 12:01 2 263 2.2

S6 12:08 2 92 4.2

S7 12:14 2 50 2.1

S8 12:21 2 100 3.8

S9 13:04 2 30 10.4

S10 13:04 2 30 3.3

S11 13:11 4 40 8.1

S12 13:58 2 100 11.6

S13 14:44 3 470 2.2

S14 15:37 2 At MS02 1.3

In Figure 3-8 the primary grain size distributions are presented. Note that S14 is considered a Clearwater test without influence from the plume.

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3.7

650-23_The spi

Figure 3-

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

Table 3-3 Overview of list profiles

Test no Start time (UTC)

Distance from Maricavor [m]

1 13:05 30

2 13:11 40

3 12:08 92

4 12:22 100

5 12:02 263

6 11:44 300

7 11:36 350

8 14.46 470

9 15.37 At MS02 (Clearwater)

The spilled material cannot be expected to behave as primary particles when spilled. This is partly due to the material breaking up in particles larger than the primary particles and partly due to flocculation after the spill occurred. The LISST measurements of the actual grain size distributions in the plume are shown in Fig-ure 3-9 and Figure 3-10.

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11802

650-23_The spi

Figure 3-

Figure 3-

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EHMARNB

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11802

3.8

650-23_The spi

terial i3-11.

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11802

650-23_The spi

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EHMARNB

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

Table 3-4 presents the factors between grain sizes for various exceedence frequen-cies for LISST measurements and primary grain size distributions.

Table 3-4 Factors between spilled floc sizes and primary grain sizes

d10 (mm)

d20 (mm)

d30 (mm)

d40 (mm)

d50 (mm)

d60 (mm)

d70 (mm)

d80 (mm)

d90 (mm)

Average factor

Primary grain size distribution 350m from Mari-cavor 0.002 0.004 0.007 0.013 0.019 0.026 0.035 0.051 0.095 -

In situ grain size distribution 350m from Maricavor 0.008 0.014 0.021 0.034 0.052 0.073 0.099 0.139 0.195 -

Factor (dinsi-

tu/dprimary) 3.8 3.4 2.9 2.7 2.8 2.9 2.8 2.7 2.0 2.9

Primary grain size distribution 470m from Mari-cavor 0.004 0.010 0.016 0.020 0.025 0.031 0.038 0.051 0.201 -

In situ grain size distribution 470m from Maricavor 0.017 0.034 0.037 0.048 0.082 0.103 0.138 0.184 0.247 -

Factor (dinsi-

tu/dprimary) 4.3 3.5 2.3 2.3 3.3 3.4 3.7 3.6 1.2 3.1

The ratio between the primary particles and the actual floc sizes measured using LISST is approximately 3.

This ratio means that original soil has broken up or flocculated into flocs that are 3 times larger than their basic components. This can be due to the destruction mode of the original soil and it can be due to flocculation or both. However, the spill test showed that flocculation was a slow process and literature /5/ shows that at the present concentrations flocculation should not be significant. Therefore the ratio given is most likely the ratio between the breakup mode and the primary particle distribution.

Measurements conducted in a plume close to the dredger show characteristics simi-lar to the ones found in the sample from Maricavor. A comparison between the pri-mary particle distributions in the Maricavor and in the plume 30m away is shown in Figure 3-15.

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3.9

650-23_The spi

Figure 3-

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11802

650-23_The spi

Figure 3-

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

4 CONCLUSIONS

4.1 Spill Experiment September 2009, Danish Side

The present tests were performed at low current speeds which did not allow a plume to form which is sufficiently long and wide for model calibration. The current speeds and turbulence levels were so low that, in periods, most of the sediment settled very close to the release points. This has the consequence that concentra-tions in the plume were low and the detectable plume was short.

The results show plume extensions up to 400-600 m.

The average current speed at MS01 is around 0.3 m/s with maximum velocities above 1 m/s. The current speeds registered during the spill test periods were very low, less than 0.2 m/s. The tested conditions are therefore not representative for normal conditions in the Fehmarnbelt.

Some results for settling velocities and grain sizes are obtained from the performed spill tests, which may be used for the modelling work. However, these settling velocities represent only a few test cases with very low concentrations. The settling velocity depends on the flocculation and thus the concentration in the plume and the turbulence level. Therefore optimally more results should be collected under more representative current conditions in order to strengthen the data basis; how-ever, the data suggests slow flocculation over time. Grain sizes will increase by a factor 2-4 and the settling velocities are measured to be between 0.05 mm/s and up to 3.66 mm/s. A significant number of tests showed median settling velocities below 0.05 mm/s. However, these tests were not long enough to determine the ac-tual median settling velocity.

4.2 Spill Measurements October 2010, Test Pit, German Side

Additional tests performed in October 2010 showed that the mean grain size is a decreasing function of the distance to the dredger. d50 decreases by a factor of 7 within the first 300m from the dredger as the coarser fractions settle.

Additional tests also show that flocs travelling more than 300m away from the dredger are approximately 3 times larger than the primary particles they consist of. Physical reasons are breakup mode or flocculation.

Comparison of primary grain size distributions taken during Clearwater tests and primary distributions taken in the plumes indicate that the material in suspension away from the plume has the same grain size distribution as the sediment in the plume. This indicates that the point of origin for the background sediment is local.

The spill from the dredging operation holds at least two very different plume prop-erties. Most likely this is due to different properties at different levels in the bed.

Comparison of an Owen tube test conducted in the field with an Owen tube test conducted in the laboratory for the same material indicates that the breakup mode in the laboratory is similar to the breakup mode found in the field.

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

5 REFERENCES

/1/ www.femern.dk

/2/ Rambøll’s Geotechnical Investigations /3/ RAT 542-023 0 Preliminary Spillage Assessment. Rambøl Arup Tec 24/09 2009

/4/ 11802650-11 FEHY Sediment Spill, Impact Area. Preliminary Assessment (E1-5). Report, DHI January 2009 /5/ Mikkelsen, O.A. and Pejrup, M. (2001). The use of a LISST-100 laser particle

sizer for in situ estimates of floc size, density and settling velocity. Geo Marine letters, 20(4), p. 187-195

/6/ Determination of the settling velocities of cohesive muds. M.W.Owen. HR

Wallingford, 1988.

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FEHMARNBELT HYDROGRAPHY

11802650-23_The spill experiment_klb.be.02.2011 FEHY

A P P E N D I X A

Grain Size Distributions from Maricavor

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Grain Size Distributions from Maricavor

Particle Size Distribution

0.01 0.1 1 10 100 1000 3000

Particle Size (µm)

0

1

2

3

4

5

Volu

me (

%)

Mean Maricavor, 14. oktober 2010 13:26:25

Size (µm)

0.010

0.011

0.013

0.015

0.017

0.020

0.023

0.026

0.030

0.035

0.040

0.046

0.052

0.060

0.069

0.079

0.091

0.105

Volume In %

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Size (µm)

0.105

0.120

0.138

0.158

0.182

0.209

0.240

0.275

0.316

0.363

0.417

0.479

0.550

0.631

0.724

0.832

0.955

1.096

Volume In %

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.01

0.26

0.55

0.82

1.04

1.24

1.38

1.50

1.59

1.68

Size (µm)

1.096

1.259

1.445

1.660

1.905

2.188

2.512

2.884

3.311

3.802

4.365

5.012

5.754

6.607

7.586

8.710

10.000

11.482

Volume In %

1.80

1.96

2.18

2.45

2.75

3.07

3.39

3.67

3.90

4.05

4.11

4.05

3.89

3.64

3.31

2.95

2.58

Size (µm)

11.482

13.183

15.136

17.378

19.953

22.909

26.303

30.200

34.674

39.811

45.709

52.481

60.256

69.183

79.433

91.201

104.713

120.226

Volume In %

2.24

1.94

1.68

1.47

1.30

1.16

1.03

0.91

0.82

0.75

0.73

0.75

0.82

0.91

0.98

1.00

0.95

Size (µm)

120.226

138.038

158.489

181.970

208.930

239.883

275.423

316.228

363.078

416.869

478.630

549.541

630.957

724.436

831.764

954.993

1096.478

1258.925

Volume In %

0.83

0.68

0.54

0.49

0.59

0.86

1.28

1.79

2.23

2.49

2.34

1.93

0.64

0.00

0.00

0.00

0.00

Size (µm)

1258.925

1445.440

1659.587

1905.461

2187.762

2511.886

2884.032

3311.311

3801.894

4365.158

5011.872

5754.399

6606.934

7585.776

8709.636

10000.000

Volume In %

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Average of 3 measurements from DHI 1 prøve Klavs Bundgaard 12-10-10.mea