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Jeroen van Reenen, aspects of surveying in the Port of Rotterdam
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Jv r hsb antwerpen dec 2010
1.
Navigational depth Best
practice in Rotterdam approaches Jeroen van Reenen
2.
3.
4.
5.
6.
7.
8.
Port of Rotterdam
/ Rijkswaterstaat
9.
10.
11.
12.
13.
Minimum UKC Berge
Stahl 343 m long 63 m wide 365.000 T 354.000 T @ 23m 3 deg roll, 1.65m
14.
15.
4 Density surveying
Echosounder depth 1.2 T/m3 depth
16.
17.
18.
19.
DensiTune point export
20.
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.
37.
38.
39.
DensiTune results
40.
Silas results
41.
42.
Free fall Beeker
sampler
43.
Sample density measurement
44.
45.
Siltprofiler
46.
OBS data
47.
48.
49.
Current profiles
50.
Suspended sediment
51.
Salinity Flud from
Sea River flow Wedge mixing Surface mixing
52.
Salinity / siltation
53.
54.
Windforce 2009
55.
56.
Temperature / dredging
57.
Temperature / Siltation
layer
58.
Thank you for
your attention
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