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(1)

Nautical Bottom – How to

keep mud under control

Seminário Internacional em Portos e Hidrovias

Rio de Janeiro

11 sep 2014

Joris Vanlede

Flanders Hydraulics Research

(2)

Zeebrugge

(3)
(4)

Zeebrugge

Seminar Internacional em Portos e Hidrovias

11 sep 2014 7

(5)

Zeebrugge

CMA CGM Marco Polo (dec 2012)

396m – 16,020 TEU ~15m

(6)

Nautical Accessibility

11 sep 2014 Seminar Internacional em Portos e Hidrovias 11

• Operational Limits

• Cross component of flow

• <2kn (~1 m/s) for Container vessels >200m

• <1,5kn (0,75 m/s) for incoming LNG carriers

• Accessibility window

• Nautical Bottom

(7)

Nautical Accessibility

(8)

Nautical Accessibility

11 sep 2014 Seminar Internacional em Portos e

Hidrovias 13

(9)

Nautical Accessibility

• Operational Limits

• Cross component of flow

Nautical Bottom

• Siltation (mud)

• Definition of Nautical Bottom (evolution)

• Dual criterium

• Surveying

(10)

Zeebrugge Siltation

11 sep 2014 Seminar Internacional em Portos e Hidrovias 19

• ~4,000 TDM/tide (Neap Tide)

• ~12,000 TDM/tide (Spring Tide)

• Maintenance dredging: 5.15 x 10

6

TDM/year

(2005-2011)

(11)

Nautical Bottom

PIANC-IAPH 1997:

The level where physical characteristics of the

bottom reach a critical limit beyond which contact

with a ship’s keel causes either damage

or unacceptable effects on controllability and

manoeuvrability

• Translate into a Practical Criterium?

• Practical Measurement Strategy

(12)

Nautical Bottom (1986)

11 sep 2014 Seminar Internacional em Portos e Hidrovias 21

Physical characteristics of mud

In Situ (Zeebrugge)

Depth

Rigidity

Density

210 kHz

33 kHz

Rheological transition

(13)

Nautical Bottom (1986)

• Rheology over depth

• Rheological transition

• Corresponding Density

• Choice of Critical Density

• Zeebrugge

1.15 t/m³ (untill 2004)

• Rotterdam

1.20 t/m³

• Nantes St-Nazaire, Bordeaux

1.20 t/m³

• Cayenne

1.27 t/m³

(14)

Nautical Bottom (check 1997)

Seminar Internacional em Portos e Hidrovias

11 sep 2014 23

Rheological transition

1987

Rigidity

De

pth

1997

Rheological transition 1

Rheological transition 2

(15)

Nautical Bottom

PIANC-IAPH 1997:

The level where physical characteristics of the

bottom reach a critical limit beyond which contact

with a ship’s keel causes either damage

or unacceptable effects on controllability and

manoeuvrability

• Practical Criterium

• Practical Measurement Strategy

• Knowledge on effect of mud on

ship controllability

and manoeuvrability

(16)

Nautical Depth Criterium

Zeebrugge (from 2004)

11 sep 2014 Seminar Internacional em Portos e Hidrovias 26

• Ship of certain draft

• Under Keel Clearance above

1.20 t/m3

• Minimum 10% of draft

• maximum penetration below

210 kHz

• Maximum 7% of draft

(17)

Dual Nautical Depth Criterium

Water Level (2,5m – 4,5m ampl)

(18)

Surveying

Seminar Internacional em Portos e Hidrovias

11 sep 2014 28

(19)

Dredging Practice

Dredging depth

-13,5 m LAT

-15,5 m LAT

TDM/dredging trip

500 – 1000

1500 – 2000

(20)

Nautical Bottom

11 sep 2014 Seminar Internacional em Portos e Hidrovias 32

• Density Criterion as a proxy for rheological behaviour

• Update of the criterion checked against ship

controllability and manoeuvrability

• Nautical Bottom definition in Zeebrugge

• Has changed in time

Tailor-made

, not generic

• Implies surveying techniques

• Implies dredging practice

• Acceptance

(21)

Current Research Activities

• Investing in system understanding

• Sediment Testing Tank

• Consolidation Columns

• Rheological Measurements (lab)

• Towing tests: submerged cilinder

• Physical test facility

• CFD modelling

(22)

Sediment Testing Tank

Seminar Internacional em Portos e Hidrovias

(23)

Sediment Testing Tank

• Comparison and validation of

density monitoring devices

Name Device

Working principle

Manufacturer

/Company

1

D2ART

Cs-137 source

Seabed B.V.

2

Densitune

Tuning fork

Stema

3

Graviprobe

Accelerometer

dotOcean

4

HRDP; (before: DRDP,

Admodus USP)

Acoustical

Greiser und partner.

(24)

Consolidation Columns

Seminar Internacional em Portos e Hidrovias

11 sep 2014 37

Tracer

CT-scan

Columns

(25)

Consolidation Columns

• Zeebrugge

• Deurganckdok

• Rotterdam

• Ijmuiden

• Emden

(26)

Laboratory

Seminar Internacional em Portos e Hidrovias

11 sep 2014 39

Density

Rheology

Gamma (Cs 137)

densitoscan

Anton Paar DMA 35

Pycnometer

Anton Paar MCR301

(27)
(28)

CFD

Seminar Internacional em Portos e Hidrovias

11 sep 2014 41

(29)
(30)

CFD

Seminar Internacional em Portos e Hidrovias

11 sep 2014 43

• Feasibility study (FHR-Antea Group - Kuleuven)

• Can CFD be used as a tool to investigate the

navigation of ships above and in contact with mud

layers?

• Towing simplified geometry as a testcase

• Open Foam (Open Source CFD Software)

• Delivered end 2014

References

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