jv r hsb antwerpen dec 2010
DESCRIPTION
Jeroen van Reenen, aspects of surveying in the Port of RotterdamTRANSCRIPT
1
Navigational depth
Best practice in Rotterdam approachesJeroen van Reenen
2
Navigational depth
1 Port environment
2 Dredging mangement
3 Navigational depth
4 Density surveying
5 Investigation surveys
6 Research siltation in Rotterdam ports
3
River estuary
Tidal water
River discharge
Salt water currents
Storms
1 Port Environment
4
7
2 Dredging management
By area
By organisation
By contract
By dredging equipment
By navigational depth definition / measurements
8
Port of Rotterdam / Rijkswaterstaat
9
Dredging contract type
TDS based
Time based
Combination TDS/Time
Lum sum contract
10
Dredging equipment
Size of hopper dredgers
Submersible pump
Use of plough vessel
11
3 Navigational depth
Fluid mud
Measurement systems
Data processing / charting
12
Navigational depth parameters
Viscosity [N*s / m2]
Sheer stress [N / m2]
Density [kg / m3]
PIANC (1983)
1) The ship’s hull must suffer no damage even if its draught reaches the full navigable depth
2) The navigation response of the vessel must not be adversely affected
13
Minimum UKC
Berge Stahl
343 m long
63 m wide
365.000 T
354.000 T @ 23m
3 deg roll, 1.65m
14
Rotterdam definitions
Navigational depth at 1200 g/l density level
Multibeam echosounding for “top of siltation layer”
Assuming top of siltation 1030 g/l
Density measurment to detect layer 1030-1200 g/l
15
4 Density surveying
20
21
22
23
24
950 1050 1150 1250 1350 1450
Slibdichtheid [kg/m3]
Die
pte
[m]
1200
kg/
m3
1030
kg/
m3
Echosounder depth
1.2 T/m3 depth
16
Density measurments
Weight
Radio active counting
Tuning fork
Acoustics
17
DensiTune
Tuning fork technique
Fluid mud layer detection up to
1250 gr/l
18
Density-depth chart
1030 g/l: 23.25 m
1200 g/l: 23.47 m
Density layer: 0.22 m
19
DensiTune point export
20
DensiTune Calibration
Get a representative local fluid mud sample
If density is not over 1200 g/l give time to settle
Drain water
No more stirring than necessary to get a homogeneous sample
Min. 5 different density measurements by adding sea water to sample material
21
Van Veen grab
22
Calibration barrel
23
DensiTune calibration
24
Check on measurements against calibration
25
Point measurements
26
TIN model
27
Isopach DTM
28
SILAS raw data
Digital 200 KHz
SILAS 1.2 density
Echo “noise”
29
Calibration of Silas
30
Singlebeam tracks
31
Monitor tracks
32
Long sections
33
Authority boundary
34
Multibeam depth (240 KHz)
35
Navigational depth (1200 g/l)
36
Navitracker
Nucleair system
Used verticale
45
23,0
23,1
23,2
23,3
23,4
23,5
23,6
23,7
23,8
23,9
24,0
24,1
24,2
24,3
24,4
24,5
24,6
24,7
24,8
24,9
25,0
950 1000 1050 1100 1150 1200 1250 1300 1350 1400
Density
Dep
th DensiTune
NaviTracker
37
Slib tank Antwerpen tests
Check accuracy of DensiTune system
Check on accuracy of Silas system
38
39
DensiTune results
Slibtank ma 13-09-2010
-300
-250
-200
-150
-100
-50
0
1000 1050 1100 1150 1200 1250 1300
Density [gr/l]
Z [
cm]
DensiTune 4.8m
Staal 5.5m
DensiTune 5.8m
DensiTune 6.8m
40
Silas results
41
New development undisturbed bottom sampling
Based on standard Beeker-sampler
Free fall triggering
Altitude and attitude monitoring
Density measurement by Anton Paar calibrated instrument
Convert sample profile data for Silas echosounder calibration
42
Free fall Beeker sampler
43
Sample density measurement
44
5 Siltprofiler surveys
Water column profiling
Current measurements
Water samples for calibration
45
Siltprofiler
46
OBS dataPoint 2 evolution OBS2
-3000
-2500
-2000
-1500
-1000
-500
0
500
-20 0 20 40 60 80 100 120 140
concentration (mg/L)
Dep
th (
cm)
6h40
7h36
10h35
11h44
12h59
13h51
14h55
15h55
16h45
47
6 Research siltationForces of nature
Current
River discharge
Tide
Salinity
Wind force and direction
Temperature
48
Current and tide
Transport of suspended sediment
River flow against tidal currents
Eddies in port basins
49
Current profiles
Tide at Scheurhaven
-100
-50
0
50
100
1500
:00
2:0
0
4:0
0
6:0
0
8:0
0
10
:00
12
:00
14
:00
16
:00
18
:00
20
:00
22
:00
0:0
0
Time (MET)
Tid
e [
cm
NA
P]
50
Suspendedsediment
Point 1 evolution OBS2
-3000
-2500
-2000
-1500
-1000
-500
0
500
0 20 40 60 80 100 120 140
concentration (mg/L)
Dep
th (
cm)
6h31
8h13
9h24
10h26
11h33
12h46
13h39
14h42
15h39
16h34
17h31
Tide at Scheurhaven
-100
-50
0
50
100
150
0:0
0
2:0
0
4:0
0
6:0
0
8:0
0
10
:00
12
:00
14
:00
16
:00
18
:00
20
:00
22
:00
0:0
0
Time (MET)
Tid
e [
cm
NA
P]
51
Salinity
Flud from Sea
River flow
Wedge mixing
Surface mixing
52
Salinity / siltation
Salinity/ Thickness 2009
0
5
10
15
20
25
30
35
0 50 100 150
days
(C)
0
0,1
0,2
0,3
0,4
0,5
0,6
cm
Salinity 9m
Salinity 4,5m
Salinity 2,5m
Thickness
53
Wind
Wind creates waves, waves bring sediment into the water column
Wind influences the tide
54
Windforce 2009
wind force/Dredging 2009
0
1
2
3
4
5
6
0 5 10 15 20 25 30
weeks
Bea
ufo
rt
0
20000
40000
60000
80000
100000
120000
140000
160000
m³
wind speed
dredging
55
Temperature
Water temperature range 5 – 20 deg
Microbiology in bottom layers
Methane gas production
56
Temperature / dredging
Temperature/Dredging 2008
0
5
10
15
20
25
0 100 200 300
Days
(C)
0
20000
40000
60000
80000
100000
120000
140000
160000
180000
200000
Temperature 9m
Temperature 4,5m
Temperature 2,5m
Dredging amount
57
Temperature / Siltation layer
Temperature/Thickness 2008
0
5
10
15
20
25
0 100 200 300
Days
(C)
0
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
Temperature 9m
Temperature 4,5m
Temperature 2,5m
Thickness
58
Thank you for your attention