VLAAMSE OVERHEID
DEPARTEMENT MOBILITEIT EN OPENBARE WERKEN
WATERBOUWKUNDIG LABORATORIUM
Langdurige metingen Deurganckdok: Opvolging en analyse
aanslibbing
Bestek 16EB/05/04
Deelrapport 2.13 : 13-uursmeting Sediview op 11/03/2008 tijdens
springtij - Liefkenshoek (transect K)
Report 2.13 : Through Tide Measurement Sediview on 11/03/2008
during spring tide - Liefkenshoek (transect K)
12 August 2008
I/RA/11283/07.089/MSA
i.s.m.
International Marine and Dredging Consultants (IMDC)
Wilrijkstraat 37-45 Bus 4 - 2140 Antwerpen – België
tel: +32.3.270.92.95 - fax: +32.3.235.67.11
E-mail : info@imdc.be
en
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
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Title:
Deelrapport 2.13: 13-uursmeting Sediview op 11/03/2008 Liefkenshoek (transect K)
Project:
Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing
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Waterbouwkundig Laboratorium
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Opvolging
aanslibbing
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K_080311_v10.doc
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Joris Vanlede
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I/RA/11283/07.089/MSA
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
TABLE OF CONTENTS
1.
INTRODUCTION ........................................................................................................................................ 1
1.1.
THE ASSIGNMENT ........................................................................................................................................ 1
1.2.
PURPOSE OF THE STUDY .............................................................................................................................. 1
1.3.
OVERVIEW OF THE STUDY ........................................................................................................................... 2
1.3.1.
Reports.......................................................................................................................... 2
1.3.2.
Measurement actions .................................................................................................... 3
1.4.
STRUCTURE OF THE REPORT ........................................................................................................................ 4
2.
THE MEASUREMENT CAMPAIGN........................................................................................................ 5
2.1.
OVERVIEW OF THE PARAMETERS ................................................................................................................. 5
2.2.
DESCRIPTION OF THE MEASUREMENT CAMPAIGN ........................................................................................ 8
2.2.1.
Purpose of the measurement campaign ........................................................................ 8
2.2.2.
Measurement procedure ............................................................................................... 9
2.3.
THE EQUIPMENT ........................................................................................................................................ 10
2.3.1.
ADCP.......................................................................................................................... 10
2.3.2.
OBS - CTD.................................................................................................................. 10
2.3.3.
Pump Sampler............................................................................................................. 10
3.
COURSE OF THE MEASUREMENTS................................................................................................... 11
3.1.
MEASUREMENT PERIODS ........................................................................................................................... 11
3.2.
HYDRO-METEOROLOGICAL CONDITIONS DURING THE MEASUREMENT CAMPAIGN .................................... 11
3.2.1.
Vertical tide during the measurements ....................................................................... 11
3.2.2.
Meteorological data.................................................................................................... 12
3.3.
NAVIGATION INFORMATION ...................................................................................................................... 12
3.4.
REMARKS ON DATA ................................................................................................................................... 12
4.
PROCESSING OF DATASETS ................................................................................................................ 13
4.1.
CALIBRATION OF THE OBS TURBIDITY SENSOR ........................................................................................ 13
4.2.
METHODOLOGY OF PROCESSING OF THE ADCP DATA WITH SEDIVIEW ..................................................... 13
4.2.1.
Acoustic backscatter theory ........................................................................................ 13
4.2.2.
Water sampling and transect sailing .......................................................................... 14
4.2.3.
Calibration for suspended sediment concentration within Sediview .......................... 14
4.2.4.
Sediview configuration ............................................................................................... 14
4.2.5.
Output ......................................................................................................................... 17
5.
PRELIMINARY ANALYSIS OF THE DATA ........................................................................................ 19
5.1.
MARCH 11TH 2008 SURVEY........................................................................................................................ 19
5.2.
INTERCOMPARISON WITH EARLIER SURVEYS ON NOVEMBER 17TH 2005, MARCH 22ND 2006, SEPTEMBER 27TH
2006 AND OCTOBER 24TH 2007............................................................................................................................... 19
6.
REFERENCES............................................................................................................................................ 25
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APPENDICES
APPENDIX A.
OVERVIEW OF MEASUREMENTS .................................................................... 31
A.1
OVERVIEW OF THE MEASUREMENT LOCATIONS FOR THE WHOLE HCBS2 AND DEURGANCKDOK
MEASUREMENT CAMPAIGNS ................................................................................................................................... 32
A.2
OVERVIEW OF ALL MEASUREMENT LOCATIONS HCBS AND DEURGANCKDOK MEASUREMENT CAMPAIGNS36
A.3
MEASUREMENT OVERVIEW AT TRANSECT K ON 11/03/2008 .................................................................... 37
APPENDIX B.
TIDAL DATA ........................................................................................................... 39
APPENDIX C.
NAVIGATION INFORMATION AS RECORDED ON SITE............................. 41
APPENDIX D.
CALIBRATION GRAPH OF OBS3A TURBIDITY SENSOR............................ 45
APPENDIX E.
UNESCO PPS-78 FORMULA FOR CALCULATING SALINITY .................... 47
APPENDIX F.
OVERVIEW OF SEDIVIEW SETTINGS ............................................................. 49
APPENDIX G.
CONTOURPLOTS OF FLOW VELOCITIES, SEDIMENT CONCENTRATION
AND SEDIMENT FLUX PER SAILED TRANSECT ..................................................................................... 52
APPENDIX H.
DISCHARGE AND SEDIMENT FLUX FOR THE TOTAL CROSS-SECTION138
APPENDIX I.
SECTION
AVERAGE SEDIMENT CONCENTRATION FOR THE TOTAL CROSS145
APPENDIX J.
TEMPORAL VARIATION OF TOTAL FLUX, TOTAL DISCHARGE AND
SUSPENDED SEDIMENT CONCENTRATION .......................................................................................... 148
APPENDIX K.
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OVERVIEW OF HCBS2 AND AANSLIBBING DEURGANCKDOK REPORTS
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LIST OF TABLES
TABLE 1-1: OVERVIEW OF DEURGANCKDOK REPORTS ............................................................................................ 2
TABLE 2-1:TRANSECT OF THE FLOW MEASUREMENTS ON 11TH OF MARCH 2008 (UTM31 ED50)........................... 9
TABLE 2-2: POSITIONS OF THE CALIBRATION POINTS FOR 11TH OF MARCH 2008 DURING FLOOD AND EBB............... 9
TABLE 2-3: MAIN CONFIGURATION SETTINGS OF ADCP ....................................................................................... 10
TABLE 3-1: HIGH AND LOW TIDE AT LIEFKENSHOEK ON 11/03/2008 ..................................................................... 11
TABLE 3-2: COMPARISON OF THE TIDAL CHARACTERISTICS OF 11/03/2008 WITH THE AVERAGE TIDE, THE AVERAGE
NEAP TIDE AND THE AVERAGE SPRING TIDE OVER THE DECADE 1991-2000 FOR LIEFKENSHOEK. .................. 12
TABLE 4-1: EXTRAPOLATION METHODS FOR TOP AND BOTTOM VARIABLES ........................................................... 16
TABLE 4-2: REFERENCE POINTS AT THE END OF THE MUD FLATS ON LEFT AND RIGHT BANK .................................. 17
TABLE 5-1: WATER VOLUME DURING EBB, FLOOD AND MEASUREMENT CAMPAIGN ON 16/02/2005 (NEAP TIDE),
22/03/2006 (NEAP TIDE), 23/09/2006 (NEAP TIDE), 27/09/2006 (AVERAGE TIDE), 28/09/2006 (AVERAGE TIDE)
& 11/03/2008 (SPRING TIDE)......................................................................................................................... 24
TABLE 5-2: SUSPENDED SOLIDS DURING EBB, FLOOD AND MEASUREMENT CAMPAIGN ON 16/02/2005 (NEAP TIDE),
22/03/2006 (NEAP TIDE), 23/09/2006 (NEAP TIDE), 27/09/2006 (AVERAGE TIDE), 28/09/2006 (AVERAGE TIDE)
& 11/03/2008 (SPRING TIDE)......................................................................................................................... 24
LIST OF FIGURES
FIGURE 2-1: ELEMENTS OF THE SEDIMENT BALANCE ............................................................................................... 5
FIGURE 2-2: DETERMINING A SEDIMENT BALANCE................................................................................................... 6
FIGURE 2-3: TRANSPORT MECHANISMS .................................................................................................................... 7
FIGURE 2-4: MAP OF SAILED TRANSECT AND CALIBRATION POINTS AT DEURGANCKDOK ON 11TH OF MARCH 2008. 8
FIGURE 4-1: UNMEASURED REGIONS IN THE CROSS SECTION (FROM RD INSTRUMENTS, 2003) ............................. 15
FIGURE 4-2: MEASURED AND ESTIMATED DISCHARGES AND SEDIMENT FLUXES WITHIN SEDIVIEW (DRL, 2005).. 15
FIGURE 4-3: PRINCIPAL OF BOTTOM ESTIMATE OF THE SEDIMENT CONCENTRATION IN SEDIVIEW ......................... 16
FIGURE 5-1: FRESH WATER DISCHARGE 8 - 18 FEBRUARY 2005, DURING HCBS1 ................................................. 20
FIGURE 5-2: FRESH WATER DISCHARGE 15 - 25 MARCH 2006, DURING HCBS2 WINTER ....................................... 20
FIGURE 5-3: FRESH DISCHARGE 21 SEPTEMBER – 1 OCTOBER 2006, DURING HCBS2 SUMMER ............................ 21
FIGURE 5-4: FRESH WATER DISCHARGE 3 MARCH – 13 MARCH OF 2008, DURING DGD2 ..................................... 21
FIGURE 5-5: MEAN FRESH WATER DISCHARGE ....................................................................................................... 21
FIGURE 5-6: TOTAL FLUX ON 16/02/2005 (NEAP TIDE), 22/03/2006 (NEAP TIDE), 23/09/2006 (NEAP TIDE),
27/09/2006 (AVERAGE TIDE), 28/09/2006 (AVERAGE TIDE) & 11/03/2008 (SPRING TIDE)........................... 22
FIGURE 5-7: TOTAL DISCHARGE ON 16/02/2005 (NEAP TIDE), 22/03/2006 (NEAP TIDE), 23/09/2006 (NEAP TIDE),
27/09/2006 (AVERAGE TIDE), 28/09/2006 (AVERAGE TIDE) & 11/03/2008 (SPRING TIDE)........................... 23
FIGURE 5-8: SS CONCENTRATION 16/02/2005 (NEAP TIDE), 22/03/2006 (NEAP TIDE), 23/09/2006 (NEAP TIDE),
27/09/2006 (AVERAGE TIDE), 28/09/2006 (AVERAGE TIDE) & 11/03/2008 (SPRING TIDE)........................... 23
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1. INTRODUCTION
1.1. The assignment
This report is part of the set of reports describing the results of the long-term measurements This
report is part of the set of reports describing the results of the long-term measurements conducted
in Deurganckdok aiming at the monitoring and analysis of silt accretion. This measurement
campaign is an extension of the study “Extension of the study about density currents in the
Beneden Zeeschelde” as part of the Long Term Vision for the Scheldt estuary. It is complementary
to the study ‘Field measurements high-concentration benthic suspensions (HCBS 2)’.
The terms of reference for this study were prepared by the ‘Departement Mobiliteit en Openbare
Werken van de Vlaamse Overheid, Afdeling Waterbouwkundig Laboratorium’ (16EB/05/04). The
repetition of this study was awarded to International Marine and Dredging Consultants NV in
association with WL|Delft Hydraulics and Gems International on 10/01/2006. The project term was
prolonged with an extra year from April 2007 till March 2008.
Waterbouwkundig Laboratorium– Cel Hydrometrie Schelde provided data on discharge, tide,
salinity and turbidity along the river Scheldt and provided survey vessels for the long term and
through tide measurements. Afdeling Maritieme Toegang provided maintenance dredging data.
Agentschap voor Maritieme Dienstverlening en Kust – Afdeling Kust and Port of Antwerp provided
depth sounding measurements.
The execution of the study involves a twofold assignment:
 Part 1: Setting up a sediment balance of Deurganckdok covering a period of one year, i.e.
04/2007 – 03/2008
 Part 2: An analysis of the parameters contributing to siltation in Deurganckdok
1.2. Purpose of the study
The Lower Sea Scheldt (Beneden Zeeschelde) is the stretch of the Scheldt estuary between the
Belgium-Dutch border and Rupelmonde, where the entrance channels to the Antwerp sea locks
are located. The navigation channel has a sandy bed, whereas the shallower areas (intertidal
areas, mud flats, salt marshes) consist of sandy clay or even pure mud sometimes. This part of the
Scheldt is characterized by large horizontal salinity gradients and the presence of a turbidity
maximum with depth-averaged concentrations ranging from 50 to 500 mg/l at grain sizes of 60 100 m. The salinity gradients generate significant density currents between the river and the
entrance channels to the locks, causing large siltation rates. It is to be expected that in the near
future also the Deurganckdok will suffer from such large siltation rates, which may double the
amount of dredging material to be dumped in the Lower Sea Scheldt.
Results from the study may be interpreted by comparison with results from the HCBS and HCBS2
studies covering the whole Lower Sea Scheldt. These studies included through-tide measurement
campaigns in the vicinity of Deurganckdok and long term measurements of turbidity and salinity in
and near Deurganckdok.
The first part of the study focuses on obtaining a sediment balance of Deurganckdok. Aside from
natural sedimentation, the sediment balance is influenced by the maintenance and capital dredging
works. This involves sediment influx from capital dredging works in the Deurganckdok, and internal
relocation and removal of sediment by maintenance dredging works. To compute a sediment
balance an inventory of bathymetric data (depth soundings), density measurements of the
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deposited material and detailed information of capital and maintenance dredging works will be
made up.
The second part of the study is to gain insight in the mechanisms causing siltation in
Deurganckdok, it is important to follow the evolution of the parameters involved, and this on a long
and short term basis (long term & through-tide measurements). Previous research has shown the
importance of water exchange at the entrance of Deurganckdok is essential for understanding
sediment transport between the dock and the river Scheldt.
1.3. Overview of the study
1.3.1. Reports
Reports of the project ‘Opvolging aanslibbing Deurganckdok’ between April 2007 till March 2008
are summarized in Table 1-1. An overview of the HCBS2 and ‘Opvolging aanslibbing
Deurganckdok’ (between April 2006 till March 2007) reports are given in APPENDIX K.
This report 2.13, is one of a set of reports that gains insight in sediment and water transport
between Deurganckdok and the river Scheldt, which belongs to the second part of this project.
Table 1-1: Overview of Deurganckdok Reports
Report Description
Sediment Balance: Bathymetry surveys, Density measurements, Maintenance and
construction dredging activities
Sediment Balance: Three monthly report 1/4/2007 - 30/06/2007
1.10
(I/RA/11283/07.081/MSA)
Sediment Balance: Three monthly report 1/7/2007 – 30/09/2007
1.11
(I/RA/11283/07.082/MSA)
Sediment Balance: Three monthly report 1/10/2007 – 31/12/2007
1.12
(I/RA/11283/07.083/MSA)
Sediment Balance: Three monthly report 1/1/2007 – 31/03/2007
1.13
(I/RA/11283/07.084/MSA)
1.14
Annual Sediment Balance (I/RA/11283/07.085/MSA)
Factors contributing to salt and sediment distribution in Deurganckdok: Salt-Silt
(OBS3A) & Frame measurements, Through tide measurements (SiltProfiling & ADCP) &
Calibrations
2.09
Calibration stationary equipment autumn (I/RA/11283/07.095/MSA)
2.10
Through tide measurement Siltprofiler 23 October 2007 (I/RA/11283/07.086/MSA)
2.11
Through tide measurement Salinity Profiling winter (I/RA/11283/07.087/MSA)
Through tide measurement Sediview winter 11 March 2008 Transect I
2.12
(I/RA/11283/07.088/MSA)
Through tide measurement Sediview winter 11 March 2008 Transect K
2.13
(I/RA/11283/07.089/MSA)
Through tide measurement Sediview winter 11 March 2008 Transect DGD
2.14
(I/RA/11283/07.090/MSA)
2.15
Through tide measurement Siltprofiler 12 March 2008 (I/RA/11283/07.091/MSA)
Salt-Silt distribution Deurganckdok summer (21/6/2007 – 30/07/2007)
2.16
(I/RA/11283/07.092/MSA)
Salt-Silt distribution & Frame Measurements Deurganckdok autumn (17/09/2007 2.17
10/12/2007) (I/RA/11283/07.093/MSA)
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Report Description
Salt-Silt distribution & Frame Measurements Deurganckdok winter (18/02/2008 2.18
31/3/2008) (I/RA/11283/07.094/MSA)
2.19
Calibration stationary & mobile equipment winter (I/RA/11283/07.096/MSA)
Boundary Conditions: Upriver Discharge, Salt concentration Scheldt, Bathymetric
evolution in access channels, dredging activities in Lower Sea Scheldt and access
channels
Boundary
conditions:
Three
monthly
report
1/4/2007
–
30/06/2007
3.10
(I/RA/11283/07.097/MSA)
Boundary
conditions:
Three
monthly
report
1/7/2007
–
30/09/2007
3.11
(I/RA/11283/07.098/MSA)
Boundary conditions: Three monthly report
1/10/2007
– 31/12/2007
3.12
(I/RA/11283/07.099/MSA)
Boundary
conditions:
Three
monthly
report
1/1/2008
–
31/03/2008
3.13
(I/RA/11283/07.100/MSA)
3.14
Boundary conditions: Annual report (I/RA/11283/07.101/MSA)
Analysis
4.10
Analysis of Siltation Processes and Factors (I/RA/11283/07.102/MSA)
1.3.2. Measurement actions
Following measurements have been carried out during the course of this project:
1. Monitoring upstream discharge in the Scheldt river
2. Monitoring Salt and sediment concentration in the Lower Sea Scheldt taken from on
permanent data acquisition sites at Lillo, Oosterweel and up- and downstream of the
Deurganckdok.
3. Long term measurement of salt distribution in Deurganckdok.
4. Long term measurement of sediment concentration in Deurganckdok
5. Monitoring near-bed processes in the central trench in the dock, near the entrance as well
as near the landward end: near-bed turbidity, near-bed current velocity and bed elevation
variations are measured from a fixed frame placed on the dock’s bed.
6. Measurement of current, salt and sediment transport at the entrance of Deurganckdok for
which ADCP backscatter intensity over a full cross section are calibrated with the Sediview
procedure and vertical sediment and salt profiles are recorded with the SiltProfiler
equipment
7. Through tide measurements of vertical sediment concentration profiles -including near bed
highly concentrated suspensions- with the SiltProfiler equipment. Executed over a grid of
points near the entrance of Deurganckdok.
8. Monitoring dredging activities at entrance channels towards the Kallo, Zandvliet and
Berendrecht locks
9. Monitoring dredging and dumping activities in the Lower Sea Scheldt
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In situ calibrations were conducted on several dates to calibrate all turbidity and conductivity
sensors, a description can be found in IMDC (2006a; 2007a; 2008f; 2008o).
1.4. Structure of the report
This report is the factual data report of the through tide measurements upstream of Deurganckdok
on the 11th of March 2008. The first chapter comprises an introduction. The second chapter
describes the measurement campaign and the equipment. Chapter 3 describes the course of the
actual measurements. The results and processed data are presented in Chapter 4, whereas
chapter 5 gives a preliminary analysis of the data.
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2. THE MEASUREMENT CAMPAIGN
2.1. Overview of the parameters
The first part of the study aims at determining a sediment balance of Deurganckdok and the net
influx of sediment. The sediment balance comprises a number of sediment transport modes:
deposition, influx from capital dredging works, internal replacement and removal of sediments due
to maintenance dredging (Figure 2-1).
Figure 2-1: Elements of the sediment balance
A net deposition can be calculated from a comparison with a chosen initial condition t0 (Figure 2-2).
The mass of deposited sediment is determined from the integration of bed density profiles
recorded at grid points covering the dock. Subtracting bed sediment mass at t0 leads to the change
in mass of sediments present in the dock (mass growth). Adding cumulated dry matter mass of
dredged material removed since t0 and subtracting any sediment influx due to capital dredging
works leads to the total cumulated mass entered from the Scheldt river since t0.
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Figure 2-2: Determining a sediment balance
The main purpose of the second part of the study is to gain insight in the mechanisms causing
siltation in Deurganckdok. The following mechanisms will be aimed at in this part of the study:




Tidal prism, i.e. the extra volume in a water body due to high tide
Vortex patterns due to passing tidal current
Density currents due to salt gradient between the Scheldt river and the dock
Density currents due to highly concentrated benthic suspensions
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Figure 2-3: Transport mechanisms
These aspects of hydrodynamics and sediment transport have been landmark in determining the
parameters to be measured during the project. Measurements will be focussed on three types of
timescales: one tidal cycle, one neap-spring cycle and seasonal variation within one year.
Following data are being collected to understand these mechanisms:
 Monitoring the freshwater input (discharge) from the tributaries into the river Scheldt.
 Monitoring salinity and sediment concentration in the Lower Sea Scheldt at permanent
measurement locations at Oosterweel, up- and downstream of the Deurganckdok.
 Long term measurement of salinity and suspended sediment distribution in Deurganckdok.
 Monitoring near-bed processes (current velocity, turbidity, and bed elevation variations) in the
central trench in the dock, near the entrance as well as near the current deflecting wall location.
 Dynamic measurements of flow pattern, salinity and sediment transport at the entrance of
Deurganckdok.
 Through tide measurements of vertical sediment concentration profiles -including near bed
high concentrated benthic suspensions.
 Monitoring dredging activities at the entrance channels towards the Kallo, Zandvliet and
Berendrecht locks as well as dredging and dumping activities in the Lower Sea Scheldt and
Deurganckdok in particular.
In situ calibrations were conducted on several dates to calibrate all turbidity and conductivity
sensors.
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2.2. Description of the measurement campaign
2.2.1. Purpose of the measurement campaign
The purpose of the measurements was to determine the cross-section distribution of the
suspended sediment concentration, sediment flux, flow velocity and water discharge over a sailed
transect K during a complete tidal cycle. The final purpose is to make a water and a sediment
balance from the river Scheldt at Deurganckdok during a tidal cycle by integrating the water
discharge and sediment flux.
To get up a water and sediment balance at Deurganckdok, 3 transects were sailed during the
same tidal cycle on the 11th of March at the river Scheldt (Figure 2-4): at the entrance of
Deurganckdok (transect DGD), upstream of Deurganckdok (transect I) and downstream of
Deurganckdok (transect K). This report focuses on the through tide measurements downstream of
Deurganckdok (transect K) and the two others measurement campaigns are described in IMDC
reports 2008j and 2008k.
th
Figure 2-4: Map of sailed transect and calibration points at Deurganckdok on 11 of March 2008
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2.2.2. Measurement procedure
Flow velocity, Turbidity, Salinity and Temperature measurements were conducted on the 11th of
March from 7h00 MET until 20h00 MET. From the survey vessel Veremans a measurement cycle
was completed every 30 minutes. The vessel with a mounted ADCP sailed a fixed transect from
the right bank to the left bank and vice versa as a short backup transect (Table 2-1). Profiles were
gathered to calibrate the ADCP transects for temperature, salinity and suspended sediment
concentration to be used in Sediview.
Two calibration profiles were collected for each transect (Table 2-2):
 One before sailing the transect at the bank where the start of the transect was
 One after sailing the transect at the bank where the transect ended
During these calibrations, a fish with a CTD-OBS was lowered to the bottom. The downcast was
interrupted at three depths, one in the upper half of the water column (between 4 and 7 m from the
water surface), one at 4 meters above the bottom and the last one at the water bottom. At the two
first depths samples were taken for calibration, and are used as ‘ground truth’ for all suspended
sediment concentration measurements (OBS and Sediview). The turbidity measurement at the
third depth is used to estimate the SS concentration at the bottom (see 4.2.4.1.2). The other
instruments logged continuously during the downcast. Conductivity, Temperature and Depth was
logged by the CTD-probe, while turbidity was recorded by the OBS.
th
Table 2-1:Transect of the Flow Measurements on 11 of March 2008 (UTM31 ED50)
Measurement
location
Transect I
Transect DGD
Transect K
Left
Bank
Easting
590 318
588 541
588 484
Left Bank
Northing
Right Bank
Easting
Right Bank
Northing
Avg Length
[m]
5 683 302
5 684 527
5 684 924
590 771
588 765
589 775
5 684 557
5 684 056
5 685 384
1057
521
1371
Avg
Course
[degr.]
25
335
70
th
Table 2-2: Positions of the calibration points for 11 of March 2008 during flood and ebb.
Measurement point
Bank
Easting
(UTM31 ED50)
Northing
(UTM31 ED50)
Flood
Ibu
Idu
DGDau
DGDbu
Left
Right
Left
Right
590476
590589
588561
588682
5683514
5683744
5684369
5684113
Kbu
Kdu
Left
Right
588746
589033
5684965
5685066
Ibd
Idd
DGDad
DGDbd
Left
Right
Left
Right
590384
590485
588623
588745
5683557
5683778
5684470
5684214
Kbd
Kdd
Left
Right
588706
588999
5685055
5685160
Ebb
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2.3. The equipment
2.3.1. ADCP
The current measurements were conducted using an RD Instruments ADCP 600 kHz Workhorse.
For positioning the GPS onboard the vessel Veremans was used. For the measurement of the
heading a gyrocompass was installed.
This 600 KHz ADCP system was mounted on a steel pole underneath the central axis of the
vessel. The transducer set was looking vertically downwards to the bottom. Transceiver unit and
computer system were connected to peripherals such as the differential GPS-receiver, the heave
compensator and the gyrocompass.
During the measurements the ADCP constantly measured upstream from the vessel. The
acquisition software of Winriver was used. The main settings are given in Table 2-3.
Table 2-3: Main Configuration Settings of ADCP
Main configuration settings of ADCP 600kHz Worhhorse:
Cell depth: 0.5 m
Number of cells: 50
Number of Water pings per ensemble: 2
Number of Bottom Track pings per ensemble: 2
Time between ensembles: 0
Averaging: None
Speed of Sound: Fixed 1500 m/s
Salinity 0 psu
3-beam solution: enabled
2.3.2. OBS - CTD
A D&A type OBS 3A was used to measure depth, conductivity, temperature and turbidity.
Measured parameters by the OBS 3A sensor: temperature (°C), conductivity (µS/cm), absolute
pressure (m), turbidity (NTU).
On Veremans the OBS 3A device was mounted on a towfish. The resulting record is filled-up with
GPS-time, sample number, and planimetric position of the GPS-receiver. Sampling frequency is 1
reading per second.
The technical details on the OBS 3A are given in the winter calibration Report of the HCBS 1
measurement campaign. (IMDC, 2006a)
2.3.3. Pump Sampler
A water sampler was attached nearby the turbidity sensor taking water samples. Samples were
collected in 1 litre sampling bottles. The pumping speed of the water sampler was tested at the
start of the measurement campaign on board. Dye was used to time the duration between the
intake of the dye and exit at the sampling end of the sampler on board. The duration between
intake and exit at the end was 24 seconds. Around 8h45 MET the hose was screwed into the
propeller so a new sampling period had to be measured with the shorter hose: 18 seconds.
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3. COURSE OF THE MEASUREMENTS
3.1. Measurement periods
At Deurganckdok ADCP tracks were sailed once every 15 minutes for 13 hours, in total 52 crosssections.
Calibration profiles were taken at 2 locations (left bank, right bank). During every cycle, 1
calibration profile was taken serving as the second calibration of the previous transect and as the
first calibration point of the current transect, resulting in a total of 42 profiles. APPENDIX A gives
the start and end points of the tracks, the sailed length and the course.
3.2. Hydro-meteorological
campaign
conditions
during
the
measurement
3.2.1. Vertical tide during the measurements
The vertical tide was measured at the Liefkenshoek tidal gauges. Graphs of the tide at
Liefkenshoek on the 11th March of 2008 can be found in APPENDIX B. Table 3-1 gives the most
important characteristics (high and low tide) of the tide at those gauges on the 11th of March 2008.
Table 3-1: High and low tide at Liefkenshoek on 11/03/2008
Liefkenshoek Tidal Gauge
11 March 2008
HW (1)
Time [MET]
5:00
Water level [m TAW]
6.22
LW (2)
12:30
0.08
HW (3)
17:50
5.93
In Table 3-2 the tidal characteristics of the tide on the 11th of March 2008 are compared to the
average tide over the decade 1991-2000 (AMT, 2003).
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Table 3-2: Comparison of the tidal characteristics of 11/03/2008 with the average tide, the average neap tide
and the average spring tide over the decade 1991-2000 for Liefkenshoek.
Neap tide
(1991 - 2000)
Avg Tide
Spring Tide
(1991 - 2000) (1991 - 2000)
Tide
11/03/2008
Water level [m TAW]
HW (1)
4.63
5.19
5.63
6.22
LW (2)
0.39
0.05
-0.18
0.08
HW (3)
-
-
-
5.93
Falling (1 to 2)
4.24
5.14
5.81
6.14
Rising (2 to 3)
4.24
5.14
5.81
5.85
Falling (1 to 2)
6:40
6:50
7:02
7:30
Rising (2 to 3)
5:59
5:34
5:16
5:20
Tide (1 to 3)
12:39
12:24
12:18
12:50
Falling (1 to 2)
0.82
1.00
1.13
1.19
Rising (2 to 3)
0.82
1.00
1.13
1.14
Tidal difference [m]
Duration [hh:mm]
Tidal coefficient
The tidal coefficients from 1.14 up to 1.19 for the measured tide of the 11th of March 2008 indicate
that this tide has a larger tidal range than the average tide for the decade of 1991-2000, and can
be classified as spring tide.
3.2.2. Meteorological data
Meteorological data at Deurne was obtained from the Weather Underground website
(Wunderground, 2008).
The weather on the 11th of March 2008 was stormy and the wind blew from the west at an average
velocity of 22 km/h with maximal gust velocity of 67 km/h. The air temperature varied between 5
and 12°C. The sky was cloudy with precipitation.
3.3. Navigation information
An overview of the navigation at the measurement location is given in APPENDIX C.
3.4. Remarks on data
Shipwakes were removed from the data. In the 4th cycle the OBS cable with hose got cut off in the
screw so no measurements of the bottom were taken.
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4. PROCESSING OF DATASETS
4.1. Calibration of the OBS turbidity sensor
A crucial aspect of the accuracy and reliability of the data concerns the calibration of the OBS
turbidity sensor. The calibration of the OBS sensor is necessary to covert turbidity into Suspended
Sediment Concentration (SSC). We use here an in situ calibration, which is more representative of
the actual measurement conditions at that moment. At some depths water samples were taken by
the pump sampler and were analysed by a laboratory for SSC. These SSC were used as ‘ground
truth’ to calibrate the OBS turbidity sensor. The calibration curve can be found in APPENDIX D.
4.2. Methodology of processing of the ADCP data with Sediview
DRL Software’s Sediview was used to process the ADCP data. Sediview is designed to derive
estimates of suspended sediment concentration throughout the water column using acoustic
backscatter data obtained by ADCPs manufactured by RD Instruments of San Diego, California.
4.2.1. Acoustic backscatter theory
The acoustic theory governing backscatter from particles suspended in the water column is
complex, but the following simplified formula serves to introduce the main factors that are relevant:
E = SL + SV + Constant - 20 log(R) - 2 w R
Where:
E
=
echo intensity,
SL =
transmitted power,
SV =
backscatter intensity due to the particles suspended in the water column,
w =
a coefficient describing the absorption of energy by the water,
R
the distance from the transducer to the measurement bin.
=
The term 20log(R) is a simple geometric function which accounts for the spherical spreading of the
beam. The constant is required because each ADCP has specific performance characteristics.
In order to measure the suspended sediment concentration in the water column it is necessary to
relate the backscattered sound intensity to the mass concentration in the water. For the purposes
of measuring solids concentration on site, it can be shown that the relationship is as follows
(derived from Thorne and Campbell, 1992 and Hay, 1991 in DRL (2003)):
Log 10 M r  dB  2r  w   s   K s S 1
Where:
M(r)
=
mass concentration per unit volume at range, r
S
=
relative backscatter coefficient
Ks
=
site and instrument constant
dB
=
the measured relative backscatter intensity (corrected for beam spreading)
w
=
water attenuation coefficient
s
=
sediment attenuation coefficient, which is a function of the effective particle size
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In this expression there are four unknowns: S, Ks, w and s. These parameters are to be
determined within Sediview (APPENDIX F).
4.2.2. Water sampling and transect sailing
To calibrate Sediview for suspended sediment concentration, two water samples are taken at the
beginning and at the end of each transect (see 3.1). Both samples are taken within the range of
reliable data of the ADCP. For the near-surface sample this means in bin 3 or 4, for the near-bed
sample this means at about one or two meter above the sidelobe.
Water sampling is done together with CTD-OBS measurement in order to have two independent
suspended sediment concentration measurements for each sample. OBS measurements were
compared to the water samples and recalibrated as mentioned in § 4. The water samples were
used for Sediview calibration, while cross-calibrated OBS measurements were used as a back up
check. The salinity and temperature was used to compute the acoustic water absorption (water
attenuation coefficient). All water samples were analysed as is described in 4.2.3.1.
4.2.3. Calibration for suspended sediment concentration within Sediview
4.2.3.1.
Calibration workset
The calibration workset consists of ADCP-files, sampling times, sampling depths, SSC obtained
from water samples and SSC, temperature and salinity obtained from CTD-OBS readings.
The suspended sediment concentration of the water samples was determined. One-litre samples
were filtered over a preweighed desiccated 0.45 micron filter, after which the filter is dried in an
oven at 105°C, cooled and weighted (NEN 6484).
4.2.3.2.
SSC calibration per ensemble pair
In the Sediview calibration process the following parameters must be defined: the site and
instrument constant (Ks), the relative backscatter coefficient (S) and the effective particle size per
ensemble-pair (near-surface sample and near-bed sample) in order to fit the Sediview-estimate
with the suspended sediment concentration of the water samples. These parameter sets may not
differ too much from the previous parameter sets, as the environmental conditions will not change
that much over a small time interval. To obtain a smooth progress in time of Ks, S and effective
particle size an iterative approach is used.
4.2.4. Sediview configuration
4.2.4.1.
Discharge and suspended sediment concentration estimates
The ADCP measures most of the water column from just in front of the ADCP to 6% above the
bottom. The shallow layer of water near the bottom is not used to compute discharge and
suspended sediment concentration due to side-lobe interference. When the ADCP sends out an
acoustic pulse, a small amount of energy is transmitted in side lobes rather than in the direction of
the ADCP beam. Side lobe reflection from the bottom can interfere with the water echoes and can
give erroneous data. The thickness of the side lobe layer is 6% of the distance from the
transducers to the bottom.
Near the banks the water depth is too shallow for the ADCP to profile.
For each of those unmeasured regions, Sediview will make an estimate of the discharges and
suspended sediment concentration. The measured and unmeasured regions in the cross section
are shown in Figure 4-1 and Figure 4-2.
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Figure 4-1: Unmeasured regions in the cross section (from RD Instruments, 2003)
Figure 4-2: Measured and estimated discharges and sediment fluxes within Sediview (DRL, 2005)
4.2.4.1.1
Top/bottom estimates
The sediment concentration and discharge at the top of the water column is assumed to be the
same as the concentration and discharge in the first measured bin.
The sediment concentration between the bottom and the lowest valid bin is assumed to be an
increase of the lowest valid bin. The SSC increase between the lowest valid bin (position of the
sidelobe) and the bottom is calculated from the CTD-OBS profile, which was lowered in the
unmeasured sidelobe layer. The CTD-OBS profiles show that the bottom value of the SSC at the
calibration points transect K vary during a tidal cycle between approximately 99 and 328 % of the
SSC-value at the position of the sidelobe. As the concentration grows approximately linear from
the lowest valid bin to the bottom, and as Sediview uses a constant concentration factor for these
deepest bins, we use a concentration factor that varies between 100 and 214% (Figure 4-3). An
overview of the used power concentration factor is given in APPENDIX F.
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Figure 4-3: Principal of bottom estimate of the sediment concentration in Sediview
Table 4-1: Extrapolation methods for top and bottom variables
Top
Bottom
Variable
Discharge Method
Constant
Power
100%
100 - 214%
Concentration factor
The discharge for the bottom water layer is estimated by using the power method. Chen (1991)
discusses the theory of power laws for flow resistance. Simpson and Oltmann (1990) discuss
Chen’s power law equivalent of Manning’s formula for open channels (with b=1/6) (RD
Instruments, 2003).
u / u*  9.5( z / z0 )b
Where:
z
= Distance to the channel bed [m]
u
= Velocity at distance z from bed [m/s]
u* = Shear velocity [m/s]
z0 = Bottom roughness height [m]
b
= Exponent (1/6)
4.2.4.1.2
Edge estimates
The shape of the edges of the cross section is assumed to be near triangular due to the banks of
the river Scheldt. Five data ensembles are to be averaged to determine the left and right bank
mean velocities used for calculation of edge estimates.
The distance from start- and endpoint to the bank is calculated from the theoretical start- and
endpoint at the bank to the effective start- and endpoint. The theoretical points are taken at the
banks.
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Coordinates
Table 4-2: Reference points at the end of the mud flats on left and right bank
Easting
Northing
Easting
Northing
(UTM31 ED50)
Left bank
588 548
Transect K
Left bank
Right bank
5 684 947
589 535
Right bank
5 689 950
The formula for determining the near shore discharge is:
Qshore  CVm Ld m [m³/s]
Where:
C = Coefficient (0.35 for triangular, 0.91 for rectangular shape)
Vm = Mean water velocity in the first or the last segment [m/s]
L
= Distance from the shore to the first or the last segment specified by the user [m]
dm = Depth of the first or the last segment [m]
The coefficient (C) has been set to 0.35 (triangular shape of the banks).
4.2.4.2.
Contour plots of the transects
All contour plots show perpendicular and parallel projected values on the straightened sailed
transects. The heading of the straightened sailed transect is defined by picking 2 points in the
straight part of the line after having corrected the heading of the ADCP compass. The compass
offset is derived from a comparison of the ADCPs bottom track with the external GPS data.
4.2.5. Output
General transect information containing start-stop coordinates of each sailed transects with stop
time, track length and heading is given in APPENDIX A.
In 0, four contourplots were generated for each transect showing the distribution of suspended
sediment concentration & sediment flux as well as the flow velocity perpendicular and parallel to
the transect. The following conventions were used:
 Distances on the X-axis were referenced to the starting point of the transect, the start of the
sailed transect is always at distance equal to zero.
 Left bank is always shown left, right bank on the right side. For transect DGD, left bank was
taken to be the western quay wall and the right bank to be the eastern quay wall considering
the dock as being a tributuary to the Scheldt river.
 Perpendicular flow velocities and fluxes are positive for downstream flow (ebb, out of
Deurganckdok), negative for upstream flow (flood, inbound).
 Parallel flow velocities are positive for flow going from the left bank to the right bank, and
negative for flow going from the right bank to the left bank.
 Absolute Depth is given in meters above TAW.
Also a depth-averaged velocity plot was generated for the flow velocity perpendicular to the
transect. (See 0).
Tables in APPENDIX H give the values for discharges and sediment fluxes for the total crosssection and the average measured SSC is shown in APPENDIX I.
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




Mid = measured part of the cross-section
Top = top part of the cross-section
Bottom = bottom part underneath the sidelobe
Edge (left, right) = edge estimates to left & right bank
Total = Mid+Top+Bottom+ Edge values
The graph in APPENDIX J gives the temporal variation of the total flux, total discharge and total
measured SSC for the whole through tide measurement at Deurganckdok.
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5. PRELIMINARY ANALYSIS OF THE DATA
5.1. March 11th 2008 survey
It appears from the recorded data that the highest water velocities occur near the navigation
channel at about 3 hours after HW in which velocities exceed 1 m/s. The total calculated discharge
ranges between 350 and -18885 m³/s.
Average cross-section concentrations vary from about 172 up to about 612 mg/l. The highest
measured concentration from a watersample is 940 mg/l (recorded near the right bank at 7 meters
deep about a 5h25 after HW).
Considering the sediment fluxes APPENDIX J shows that incoming transport is dominating during
flood while a residual outgoing sediment transport can be observed from HW until the end of the
measurement. The maximal calculated flux during ebb occurs around 4h15 after HW and is about
6463 kg/s. During flood, the highest flux is about -5812 kg/s, 0h51 before HW.
5.2. Intercomparison with earlier surveys on November 17th 2005,
March 22nd 2006, September 27th 2006 and October 24th 2007
On November 17th 2005 (HCBS1), March 22nd 2006 5HCB2 winter), September 27th (HCBS2
summer) and October 24th 2007 (DGD2, current report) the same transect has been sailed during
through tide measurements, a description is given by IMDC (2005), IMDC (2006c), IMDC (2007c)
and IMDC (2008a). Conditions near the entrance of Deurganckdok have been simulated in Delft3D
and processed by IMDC (2006g) in order to compare simulation with observed data.
It is important to underline that lower fresh water discharges from the tributaries were recorded
during the former measurement campaigns (Figure 5-1, Figure 5-2, Figure 5-3 and Figure 5-4): on
16/11/2005 the discharges prior to the measurements were about 230 m³/s; on 22/03/2006 and
23/03/2006 about 95 m³/s and on 27/09/2006 and 28/09/2006 about 40 m³/s. All measurement
days correspond to the mean discharge -1, which is rather low (Figure 5-5).
The results presented in Figure 5-5 are based on a long-term simulation over a period of 30 year
(1971-2000) with the SIGMA-model for MKBA (IMDC, 2006g). The mean discharge is the annual
average ten days’ discharge, calculated with simulated long-term measurements. The high and low
discharges are also annual ten days’ discharges, and are calculated as mean discharge +2 and
mean discharge -2.
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Figure 5-1: Fresh water discharge 8 - 18 February 2005, during HCBS1
Figure 5-2: Fresh water discharge 15 - 25 March 2006, during HCBS2 winter
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Figure 5-3: Fresh discharge 21 September – 1 October 2006, during HCBS2 summer
Figure 5-4: Fresh water discharge 3 March – 13 March of 2008, during DGD2
450
average discharge
high discharge
400
low discharge
350
300
Q [m³/s]
DGD II
250
HCBS I
200
150
100
HCBS II w inter
50
HCBS II summer
dec
nov
okt
sep
aug
jul
jun
mei
apr
mrt
feb
jan
0
Figure 5-5: Mean fresh water discharge
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The fluxes, total discharges and suspended sediment concentrations, of all measurement
campaigns at Liefkenshoek are illustrated in Figure 5-6, Figure 5-7 and Figure 5-8. It can be seen
that the discharges, fluxes and SS concentrations of this campaign are higher than the previous
campaigns.
The volume of water, crossing transect K during flood or ebb on a measurement day, was
calculated by integrating the discharge curve (Figure 5-7) during flood and ebb respectively.
Table 5-1 shows the results. During flood on the 11th of March 2008, 177.653.000 m³ water
crossed transect K and during ebb 212.191.000 m³. Comparing to the other campaigns, the
volume during ebb is extreme low and during flood a lot higher. The stormy weather causes this
phenomenon.
The mass of the suspended sediment, crossing transect K during flood or ebb on a
measurement day, was calculated on a similar manner as the volume. The flux curve was
integrated (Figure 5-6) and (Figure 5-8) shows the results. During ebb 11th of May of 2008,
88.476 tonnes SS crossed the transect K and during flood 52.743 tonnes. 35.733 tonnes SS
was deposited in the dock during the tidal cycle. Comparing with other campaigns, 35.733
tonnes are a lot. (Table 5-2). Since flux is calculated with discharge and SS concentration, a
similar overestimation and underestimation as the water volumes will achieve in the calculated
SS masses.
Figure 5-6: Total flux on 16/02/2005 (Neap tide), 22/03/2006 (Neap tide), 23/09/2006 (Neap tide),
27/09/2006 (Average tide), 28/09/2006 (Average tide) & 11/03/2008 (Spring tide)
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Figure 5-7: Total discharge on 16/02/2005 (Neap tide), 22/03/2006 (Neap tide), 23/09/2006 (Neap tide),
27/09/2006 (Average tide), 28/09/2006 (Average tide) & 11/03/2008 (Spring tide)
Figure 5-8: SS Concentration 16/02/2005 (Neap tide), 22/03/2006 (Neap tide), 23/09/2006 (Neap
tide), 27/09/2006 (Average tide), 28/09/2006 (Average tide) & 11/03/2008 (Spring tide)
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Table 5-1: Water volume during ebb, flood and measurement campaign on 16/02/2005 (Neap tide),
22/03/2006 (Neap tide), 23/09/2006 (Neap tide), 27/09/2006 (Average tide), 28/09/2006 (Average tide) &
11/03/2008 (Spring tide)
Measurement Day
16/02/’05
22/03/’06
23/03/’06
27/09/’06
28/09/’06
11/03/’08
131 650
136 071
131 962
139 360
135 231
212 191
Duration
[HH:MM]
6:50
6:20
6:21
6:17
6:40
7:04
Tidal Difference
[m]
4.95
4.68
4.22
5.26
4.94
6.14
Volume [1000x
m³]
-95 386
-116 707
-120 353
-134 575
-140 558
-177 653
Duration
[HH:MM]
5:50
6:10
6:09
6:01
5:55
5:45
Tidal Difference
[m]
4.68
4.38
4.06
5.24
5.12
5.85
Volume [1000x
m³]
36 282
19 364
11 609
4 785
-5 327
34 538
Duration
[HH:MM]
12:40
12:30
12:31
12:18
12:35
12:50
Discharge [m³/s]
796
430
258
108
-118
748
Volume [1000x
m³]
10 679
4 248
4 100
1 453
1 406
13 213
Duration
[HH:MM]
12:40
12:30
12:31
12:18
12:35
12:50
234
94
91
33
31
286
Volume [1000x
m³]
Ebb
Flood
Net
Fresh
water
Discharge [m³/s]
Table 5-2: Suspended solids during ebb, flood and measurement campaign on 16/02/2005 (Neap tide),
22/03/2006 (Neap tide), 23/09/2006 (Neap tide), 27/09/2006 (Average tide), 28/09/2006 (Average tide) &
11/03/2008 (Spring tide)
Measurement Day
Ebb
Flood
Net
16/02/’05
22/03/’06
23/03/’06
27/09/’06
28/09/’06
11/03/’08
SS Mass [Tonnes]
13 217
27 455
17 301
9 908
10 542
88 476
Duration [HH:MM]
6:50
6:20
6:23
6:14
6:12
7:03
Tidal Difference [m]
4.95
4.68
4.22
5.26
4.94
6.14
SS Mass [Tonnes]
-7 386
-19 508
-12 653
-9 843
-8 629
-52 743
Duration [HH:MM]
5:50
6:10
6:12
5:59
5:59
5:46
Tidal Difference [m]
4.68
4.38
4.06
5.24
5.12
5.85
SS Mass [Tonnes]
5 830
7 947
4 648
64
1 913
35 733
Duration [HH:MM]
12:40
12:30
12:36
12:14
12:12
12:50
I/RA/11283/07.089/MSA
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
6. REFERENCES
AMT (2003). Intern rapport, Getij-informatie Scheldebekken 1991-2000.
IMDC (2002). Studie Densiteitsstroming in het kader van LTV Schelde, Stroom- en
saliniteitsmeting t.h.v. Deurganckdok uitgevoerd op 12/06/202, I/RA/11216/02.042/CMA.
IMDC (2005a). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 1: Test survey
17/02/2005, I/RA/11265/05.008/MSA.
IMDC (2005b). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.1: Deurganckdok
17/02/2005, I/RA/11265/05.009/MSA.
IMDC (2005c). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.2: Zandvliet
17/02/2005, I/RA/11265/05.010/MSA.
IMDC (2005d). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.3: Liefkenshoek
17/02/2005, I/RA/11265/05.0011/MSA.
IMDC (2005e). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.4: Schelle
17/02/2005, I/RA/11265/05.0012/MSA.
IMDC (2005f). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.5: Deurganckdok
16/02/2005, I/RA/11265/05.013/MSA.
IMDC (2005g). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.6: Kallosluis
18/02/2005, I/RA/11265/05.014/MSA.
IMDC (2005h). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.7: Near bed
continious monitoring: february 2005, I/RA/11265/05.015/MSA.
IMDC (2005i). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 3: Settling velocity
INSSEV february 2005, I/RA/11265/05.016/MSA.
IMDC (2005j). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 4: Cohesive sediment
properties february 2005, I/RA/11265/05.017/MSA
IMDC (2005k). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 5.1: Overview of
ambient conditions in the river Scheldt January-June 2005, I/RA/11265/05.018/MSA.
IMDC (2005l). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 5.2: Overview of
ambient conditions in the river Scheldt July-December 2005, I/RA/11265/05.019/MSA.
I/RA/11283/07.089/MSA
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IMDC (2006a) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 6.1 Calibration Winter
15 March & 14 April 2006? I/RA/11291/06.092/MSA.
IMDC (2006b) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 7.1 21 March 2006
Scheldewacht – Deurganckdok, I/RA/11291/06.094/MSA.
IMDC (2006c) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 7.2 22 March 2006
Parel 2 – Deurganckdok (downstream), I/RA/11291/06.095/MSA.
IMDC (2006d) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 7.3 22 March 2006
Laure Marie – Liefkenshoek, I/RA/11291/06.096/MSA.
IMDC (2006e) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 7.4 23 March 2006
Parel 2 – Schelle, I/RA/11291/06.097/MSA.
IMDC (2006f) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 7.5 23 March 2006
Laure Marie – Deurganckdok (downstream), I/RA/11291/06.098/MSA.
IMDC (2006g) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 7.6 23 March 2006
Veremans – Waarde, I/RA/11291/06.099/MSA.
IMDC (2006h) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.1 Opmeting stroming en zout- en sedimentbeweging aan de ingang van het
Deurganckdok (SiltProfiler), I/RA/11283/06.087/WGO.
IMDC (2006i) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
2.3. Opmeting stroming en zout-en sedimentbeweging aan de ingang van het Deurganckdok
(ADCP), I/RA/11283/06.110/BDC
IMDC (2006j). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 8.1: Vaste
meetopstelling in zake bodemgedrag, I/RA/11291/06.100/MSA.
IMDC (2006k) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.6 Zout en slibverdeling Deurganckdok 17/03/2006 – 23/05/2006,
I/RA/11283/06.121/MSA.
IMDC (2006l) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 5.3 Overview of
ambient conditions in the river Scheldt – Januari-June 2006 (I/RA/11291/06.089/MSA), in opdracht
van AWZ.
IMDC (2006m): Studie van de stromingsvelden en sedimentuitwisseling aan de ingang van
Deurganckdok. Current and Sediment flux measurements November 17th 2005
(I/RA/15030/06.021/BDC).
IMDC (2006n). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 9: Valsnelheid slib –
INSSEV, I/RA/11291/06.102/MSA, in opdracht van AWZ.
I/RA/11283/07.089/MSA
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IMDC (2006o). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 2.7: Silt distribution
and frame measurements 15/07/2006 – 31/10/2006. (I/RA/11291/06.122/MSA).
IMDC (2006p) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 5.3 Overview of
ambient conditions in the river Scheldt – Januari-June 2006 (I/RA/11291/06.089/MSA), in opdracht
van AWZ.
IMDC (2007a) Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 6.2 Summer
calibration and Final report, I/RA/11291/06.093/MSA.
IMDC (2007b). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 5.4 Overview of
ambient conditions in the river Scheldt – July-December 2006 (I/RA/11291/06.089/MSA), in
opdracht van AWZ.
IMDC (2007c). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 11.1 Through tide
Measurement Sediview & Siltprofiler 27/9 Stream - Liefkenshoek (I/RA/11291/06.104/MSA), in
opdracht van AWZ.
IMDC (2007d). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 11.2 Through tide
Measurement Sediview 27/9 Veremans - Raai K (I/RA/11291/06.105/MSA), in opdracht van AWZ.
IMDC (2007e). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 11.3 Through tide
Measurement Sediview & Siltprofiler 28/9 Stream - Raai K (I/RA/11291/06.106/MSA), in opdracht
van AWZ.
IMDC (2007f). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 11.4 Through tide
Measurement Sediview 28/9 Veremans - Waarde(I/RA/11291/06.107/MSA), in opdracht van AWZ.
IMDC (2007g). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 11.5 Through tide
Measurement Sediview 28/9 Parel 2 - Schelle (I/RA/11291/06.108/MSA), in opdracht van AWZ.
IMDC (2007h). Uitbreiding studie densiteitsstromingen in de Beneden Zeeschelde in het kader van
LTV Meetcampagne naar hooggeconcentreerde slibsuspensies Deelrapport 11.6 Through tide
Measurement Salinity Distribution 26/9 Scheldewacht – Deurganckdok in opdracht van AWZ.
IMDC (2007i) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
1.1 Sediment Balance: Three monthly report 1/4/2006 – 30/06/2006 (I/RA/11283/06.113/MSA)
IMDC (2007j) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
1.2 Sediment Balance: Three monthly report 1/7/2006 – 30/09/2006 (I/RA/11283/06.114/MSA)
IMDC (2007k) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 1.3 Sediment Balance: Three monthly report 1/10/2006 – 31/12/2006
(I/RA/11283/06.115/MSA)
IMDC (2007l) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
1.4 Sediment Balance: Three monthly report 1/1/2007 – 31/03/2007 (I/RA/11283/06.116/MSA)
I/RA/11283/07.089/MSA
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IMDC (2007m) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 1.5 Annual Sediment Balance (I/RA/11283/06.117/MSA)
IMDC (2007n) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport
2.2
Through
tide
measurement
SiltProfiler
26/09/2006
Stream
(I/RA/11283/06.068/MSA)
IMDC (2007o) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.7 Salt-Silt distribution & Frame Measurements Deurganckdok 15/07/2006 –
31/10/2006 (I/RA/11283/06.122/MSA)
IMDC (2007p) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.8 Salt-Silt distribution & Frame Measurements Deurganckdok 15/01/2007 –
15/03/2007 (I/RA/11283/06.123/MSA)
IMDC (2007q) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 3.1 Boundary conditions: Three monthly report 1/1/2007 – 31/03/2007
(I/RA/11283/06.127/MSA)
IMDC (2007r) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing
Deelrapport 1.10: Sediment Balance: Three monthly report 1/4/2007 – 30/06/2007
(I/RA/11283/07.081/MSA)
IMDC (2007s) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 1.11: Sediment Balance: Three monthly report 1/7/2007 – 30/09/2007
(I/RA/11283/07.082/MSA)
IMDC (2007t) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
2.16:
Salt-Silt
distribution
Deurganckdok
summer
(21/6/2007
–
30/07/2007)
(I/RA/11283/07.092/MSA)
IMDC (2007v) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 3.10: Boundary conditions: Three monthly report 1/04/2007 – 30/06/2007
(I/RA/11283/07.097/MSA)
IMDC (2007w) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 3.11: Boundary conditions: Two monthly report 1/07/2007 – 30/09/2007
(I/RA/11283/07.098/MSA)
IMDC (2008a) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.5: Through tide measurement Sediview average tide 24/10/2007
(I/RA/11283/06.120/MSA)
IMDC (2008b) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 4.1: Analysis of siltation Processes and Factors (I/RA/11283/06.129/MSA)
IMDC (2008c) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 1.12: Sediment Balance: Four monthly report 1/9/2007 – 31/12/2007
(I/RA/11283/07.083/MSA)
IMDC (2008d) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 1.13: Sediment Balance: Four monthly report 1/01/2007 – 31/03/2007
(I/RA/11283/07.084/MSA)
IMDC (2008e) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 1.14: Annual Sediment Balance. (I/RA/11283/07.085/MSA)
I/RA/11283/07.089/MSA
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IMDC (2008f) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
2.09: Calibration stationary equipment autumn (I/RA/11283/07.095/MSA)
IMDC (2008g) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport
2.10:
Through
tide
measurement
SiltProfiler
23
October
2007
(I/RA/11283/07.086/MSA)
IMDC (2008h) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.11: Through tide measurement Salinity Profiling winter 12 March 2008
(I/RA/11283/07.087/MSA)
IMDC (2008i) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
2.12: Through tide measurement Sediview winter 11 March 2008 – Transect I
(I/RA/11283/07.088/MSA)
IMDC (2008j) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
2.13: Through tide measurement Sediview winter 11 March 2008 – Transect K
(I/RA/11283/07.089/MSA)
IMDC (2008k) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.14: Through tide measurement Sediview winter 11 March 2008 – Transect DGD
(I/RA/11283/07.090/MSA)
IMDC (2008l) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing. Deelrapport
2.15: Through tide measurement SiltProfiler winter 12 March 2008 (I/RA/11283/07.091/MSA)
IMDC (2008m) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.17: Salt-Silt distribution & Frame Measurements Deurganckdok autumn (17/9/200710/12/2007) (I/RA/11283/07.093/MSA)
IMDC (2008n) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.18: Salt-Silt distribution & Frame Measurements Deurganckdok winter (18/02/200731/03/2008) (I/RA/11283/07.094/MSA)
IMDC (2008o) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 2.19: Calibration stationary & mobile equipment winter (I/RA/11283/07.096/MSA)
IMDC (2008p) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 3.12: Boundary conditions: Three monthly report 1/9/2007 – 31/12/2007
(I/RA/11283/07.099/MSA)
IMDC (2008q) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 3.13: Boundary conditions: Three monthly report 1/1/2008 – 31/3/2007
(I/RA/11283/07.100/MSA)
IMDC (2008r) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 3.14: Boundary conditions: Annual report (I/RA/11283/07.101/MSA)
IMDC (2008s) Langdurige metingen Deurganckdok: Opvolging en analyse aanslibbing.
Deelrapport 4.10: Analysis of siltation Processes and Factors (I/RA/11283/07.102/MSA)
TV SAM (2006a) Langdurige stationaire ADCP stroommetingen te Oosterweel dukdalf 01/200506/2005. 42SR S032PIB 2A.
TV SAM (2006b) Langdurige stationaire ADCP stroommetingen te Oosterweel dukdalf 07/200512/2005. 42SR S033PIB 2A.
TV SAM (2006c) Langdurige stationaire ADCP stroommetingen te Oosterweel dukdalf 01/200606/2006. 42SR S032PIB 2A.
I/RA/11283/07.089/MSA
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Unesco (1983). Algorithms for computation of fundamental properties of seawater, UNESCO
Technical Papers in Marine Science, 44. UNESCO, France.
Wunderground (2008). Weather Underground: www.wunderground.com
I/RA/11283/07.089/MSA
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APPENDIX A.
OVERVIEW OF MEASUREMENTS
I/RA/11283/07.089/MSA
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A.1 Overview of the measurement locations for the whole HCBS2
and Deurganckdok measurement campaigns
Annex Figure A-1: Overview of the measurement locations
I/RA/11283/07.089/MSA
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Annex Figure A-2: Overview of the measurement locations at Deurganckdok
I/RA/11283/07.089/MSA
33
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IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Annex Figure A-3: Transect S in Schelle
I/RA/11283/07.089/MSA
34
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Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Annex Figure A-4: Transect W in Waarde
I/RA/11283/07.089/MSA
35
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
A.2 Overview of all measurement
Deurganckdok measurement campaigns
locations
HCBS
and
Annex Table A-1: coordinates of theoretical transects
Transect Start Easting Start Northing End Easting End Northing
I
590318.00
5683302.00 590771.00 5684257.00
K
588484.00
5684924.00 589775.00 5685384.00
SCHELLE 592645.07
5665794.06 592952.68 5665682.28
DGD
588764.88
5684056.49 588540.95 5684526.94
Y
589059.09
5684948.36 587898.76 5683076.56
WAARDE 573541.00
5696848.20 571318.00 5694932.90
Annex Table A-2: coordinates of SiltProfiler gauging locations
SP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
I/RA/11283/07.089/MSA
EASTING NORTHING
588737
5684638
588690
5684562
588643
5684486
588596
5684411
588549
5684335
588606
5684217
588653
5684293
588700
5684368
588747
5684444
588793
5684520
588850
5684402
588803
5684326
588756
5684250
588709
5684174
588662
5684099
36
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IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
A.3
Measurement overview at Transect K on 11/03/2008
FileName
3002Ktrl
3004Klr
3006Ktrl
3008Ktlr
3010Ktrl
3012Ktlr
3014Ktrl
3016Ktlr
3017Ktrl
3019Ktlr
3021Ktrl
3023Ktlr
3025Ktrl
3027Ktlr
3029Ktrl
3031Ktlr
3033Ktrl
3035Ktlr
3037Ktrl
3039Ktlr
3041Ktrl
3043Ktlr
3045Ktrl
3047Ktlr
3049Ktrl
3051Ktlr
3053Ktrl
3055Ktlr
3057Ktrl
3059Ktlr
3061Ktrl
3063Ktlr
3065Ktrl
3067Ktlr
3069Ktrl
3071Ktlr
3073Ktrl
3075Ktlr
3077Ktrl
3079Ktlr
Start time
Easting Northing Easting Northing
End time
Time
Transect Transect
[hh:mm
Start
Start
Stop
Stop
[hh:mm after HW
length heading
MET
(UTM31 (UTM31 (UTM31 (UTM31
MET]
[hh:mm]
[m]
[°]
ED50)
ED50)
ED50)
ED50)
590686 5684129 590360 5683500
7:07
7:13
2:10
835
22
590408 5683744 590454 5683872
7:32
7:37
2:34
778
21
590669 5684127 590384 5683489
7:48
7:54
2:51
813
21
590415 5683628 590464 5683878
8:04
8:08
3:06
737
20
590615 5684033 590357 5683490
8:21
8:27
3:24
777
22
590375
5683687
590451
5683872
8:41
8:44
3:43
738
21
590668 5684131 590374 5683479
9:02
9:07
4:05
762
22
590377 5683485 590657 5684114
9:20
9:24
4:22
709
20
590664 5684101 590423 5683505
9:49
9:54
4:52
666
21
590395 5683924 590424 5683607
10:10
10:14
5:12
701
19
590450 5683515 590676 5684112
10:26
10:30
5:28
672
21
590676 5684096 590370 5683504
10:47
10:50
5:49
642
20
590412 5683486 590631 5684079
11:00
11:05
6:02
675
21
590472 5683698 590376 5683520
11:19
11:23
6:21
625
18
590402
5683520
590629
5684075
11:35
11:37
6:35
682
20
590645 5684061 590364 5683516
11:49
11:52
6:51
602
19
590393 5683518 590636 5684068
12:05
12:10
7:08
580
20
590630 5684057 590363 5683541
12:19
12:22
7:21
536
18
590464 5683666 590515 5683844
12:42
12:45
-5:06
514
22
590613 5684051 590387 5683547
12:57
13:00
-4:51
506
20
590416 5683530 590613 5684035
13:14
13:18
-4:33
561
23
590641
5684016
590400
5683531
13:26
13:29
-4:22
556
19
590378 5683527 590640 5684054
13:38
13:42
-4:09
551
21
590630 5684022 590412 5683523
13:59
14:03
-3:48
666
23
590395 5683558 590652 5684062
14:25
14:31
-3:21
725
21
590667 5684054 590392 5683519
14:42
14:47
-3:04
749
22
590433 5683674 590633 5683809
14:57
15:01
-2:50
727
23
590658 5684057 590405 5683498
15:15
15:19
-2:32
774
23
590493 5683646 590610 5683833
15:34
15:38
-2:13
642
21
590672 5684079 590371 5683504
15:54
15:58
-1:53
747
23
590440
5683670
590617
5683854
16:09
16:15
-1:37
748
18
590636 5684082 590384 5683504
16:32
16:38
-1:14
832
25
590393 5683494 590645 5684077
16:55
17:00
-0:51
779
18
590723 5684057 590413 5683492
17:14
17:19
-0:33
822
19
590461 5683651 590558 5683810
17:29
17:34
-0:18
767
20
590662 5684096 590397 5683529
17:48
17:52
0:00
788
18
590409 5683535 590702 5684114
18:06
18:11
0:18
724
17
590723
5684094
590432
5683526
18:22
18:26
0:34
732
21
590425 5683512 590742 5684128
18:46
18:51
0:58
769
20
590671 5684088 590382 5683507
19:03
19:07
1:15
728
20
I/RA/11283/07.089/MSA
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IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
FileName
3081Ktrl
3083Ktlr
Start time
Easting Northing Easting Northing
End time
Time
Transect Transect
[hh:mm
Start
Start
Stop
Stop
[hh:mm after HW
length heading
MET
(UTM31 (UTM31 (UTM31 (UTM31
MET]
[hh:mm]
[m]
[°]
ED50)
ED50)
ED50)
ED50)
590707 5683682 590565 5683839
19:19
19:24
1:31
782
20
590676
5684140
590405
5683549
19:37
19:41
1:49
707
22
Annex Figure A-5: Location of start en end points of the sailed tracks
I/RA/11283/07.089/MSA
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IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX B.
I/RA/11283/07.089/MSA
TIDAL DATA
39
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics,
en Gems
Opvolging aanslibbing Deurganckdok
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
11283 – March 2008 SURVEY
Measured tide on 11/03/2008 at Liefkenshoek
Location:
River Scheldt
I/RA/11283/07.089/MSA
Data processed by:
Date:
In association with:
11/03/2008
I/RA/11283/07.089/MSA
40
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IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX C.
NAVIGATION INFORMATION AS RECORDED ON SITE
I/RA/11283/07.089/MSA
41
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Nr.
1
Ship:
Scheldewacht II
Location:
Liefkenshoek (transect K)
Time (MET)
Type ship
Direction (Upstream, Downstream)
6:50
Sleepboot
Upstream
2
7:03
Binnenschip
Downstream
3
7:04
Binnenschip
Downstream
4
7:28
Binnenschip
Upstream
5
7:29
Binnenschip
Upstream
6
7:30
Binnenschip
Upstream
7
7:35
Binnenschip
Upstream
8
7:37
Binnenschip
Downstream
9
7:40
Binnenschip
Downstream
10
7:45
Zeeboot
Downstream
11
7:52
Binnenschip
Upstream
12
7:54
Binnenschip
Downstream
13
8:06
Sleepboot
Upstream
14
8:35
Duwbak
Upstream
15
8:38
Binnenschip
Upstream
16
8:46
Baggerboot
Upstream
17
9:02
Binnenschip
Downstream
18
9:12
Zeebootje
Upstream
19
9:40
Zeeboot
Upstream
20
9:41
Binnenschip
Upstream
21
10:47
Binnenschip
Upstream
22
10:48
Zeeschip
Upstream
23
11:00
Zeeboot
Upstream
24
11:01
Sleepboot
Upstream
25
11:03
Binnenschip
Downstream
26
11:03
Sleepboot
Upstream
27
11:10
3 Binnenschepen
Downstream
28
11:17
Zeeboot
Downstream
29
11:29
Binnenschip
Upstream
30
11:47
Toeristenboot
Downstream
31
11:48
Binnenschip
Downstream
I/RA/11283/07.089/MSA
42
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IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Nr.
32
Ship:
Scheldewacht II
Location:
Liefkenshoek (transect K)
Time (MET)
Type ship
Direction (Upstream, Downstream)
11:55
Binnenschip
Downstream
33
11:59
Binnenschip
Downstream
34
12:05
Binnenschip
Upstream
35
12:13
Binnenschip
Upstream
36
12:27
Binnenschip
Downstream
37
12:34
Binnenschip
Downstream
38
12:34
Zeeschip
Downstream
39
12:35
Duwbak
Upstream
40
12:38
Binnenschip
Upstream
41
12:42
Binnenschip
Upstream
42
12:42
Binnenschip
Downstream
43
12:47
Binnenschip
Upstream
44
13:13
3x Binnenschip
Downstream
45
13:15
2x Binnenschip
Upstream
46
13:17
1x Binnenschip
Upstream
47
13:40
Binnenschip
Downstream
48
13:40
Binnenschip
Upstream
49
13:44
Binnenschip
Upstream
50
13:50
Binnenschip
Downstream
51
13:50
Binnenschip
Upstream
52
14:20
3x Binnenschip
Downstream
53
14:25
2x Binnenschip
Upstream
54
14:30
1x Binnenschip
Downstream
55
14:35
Zeeschip
Downstream
56
14:35
Binnenschip
Downstream
57
15:04
Binnenschip
Upstream
58
15:38
Binnenschip
Upstream
59
15:45
Gastanker
Upstream
60
15:50
Duw eenheid
Downstream
61
16:08
Zeeboot
Downstream
62
16:18
Binnenschip
Upstream
63
16:30
Sleper
Upstream
64
16:32
Binnenschip
Downstream
I/RA/11283/07.089/MSA
43
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Nr.
65
Ship:
Scheldewacht II
Location:
Liefkenshoek (transect K)
Time (MET)
Type ship
Direction (Upstream, Downstream)
16:50
Sleepboot
Downstream
66
16:51
Zeeschip
Downstream
67
16:52
Binnenschip
Upstream
68
16:55
Zeeschip
Downstream
69
16:56
Zeeschip
Upstream
70
16:59
2x Binnenschip
Downstream
71
17:05
Zeeboot
Downstream
72
17:06
Binnenschip
Downstream
73
17:13
Sleepboot
Upstream
74
17:14
Binnenschip
Upstream
75
17:34
Sleep-+zeeboot
Upstream
76
17:35
Zeeschip
Upstream
77
17:47
Zeeschip
Downstream
78
18:10
Binnenschip
Upstream
79
18:15
Binnenschip
Upstream
80
18:24
Zeeboot
Upstream
81
18:34
2 Binnenschepen
Downstream
82
18:36
1 Zeeschip
Downstream
83
19:04
Binnenschip
Downstream
84
19:10
Binnenschip
Downstream
85
19:28
Binnenschip
Upstream
I/RA/11283/07.089/MSA
44
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IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX D.
CALIBRATION GRAPH OF OBS3A
TURBIDITY SENSOR
I/RA/11283/07.089/MSA
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IMDC NV i.s.m. WL|Delft Hydraulics,
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Opvolging aanslibbing Deurganckdok
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
11283 – March 2008 SURVEY
Calibration Graph of OBS3A s/n 313
Location:
River Scheldt (Transect K)
I/RA/11283/07.089/MSA
Data processed by:
Date:
In association with:
11/03/2008
I/RA/11283/07.089/MSA
46
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX E.
UNESCO PPS-78 FORMULA FOR CALCULATING
SALINITY
I/RA/11283/07.089/MSA
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Practical Salinity Scale (PPS 78)
Salinity in the range of 2 to 42
Constants from the 19th Edition of Standard Methods
0.0117 R =
R cond.ratio
C Cond at t
t deg. C
P dBar
C
42.914mS / cm
0.5
22.00
20
Input conductivity in mS/cm of sample
Input temperature of sample solution
Input pressure at which sample is measured in decibars
p(e1 + e 2 p + e 3 p 2 )
1 + d 1t + d 2 t 2 + (d 3 + d 4 t)R
Rp
1.0020845
Rp = 1 +
rt
1.1641102
rt = c 0 + c 1 t + c 2 t2 + c 3 t3 + c 4 t4
Rt
0.0099879 R t
R
= R x r
p
t
(t-15)
1/2
-0.0010 Delta S = 1+k(t-15) (b0 + b1Rt
Delta S
S = Salinity
a0
a1
a2
a3
a4
a5
1/2
0.257 S = a0 + a1R
t
0.0080
-0.1692
25.3851
14.0941
-7.0261
2.7081
3/2
2
5/2
+ b2R t + b3R t + b4R t + b5R t )
3/2
2
5/2
+ a2Rt + a3Rt + a4Rt + a5Rt + delta S
b0
b1
b2
b3
b4
b5
k
0.0005
-0.0056
-0.0066
-0.0375
0.0636
-0.0144
0.0162
c0
c1
c2
c3
c4
0.6766097
2.00564E-02
1.104259E-04
-6.9698E-07
1.0031E-09
d1
d2
d3
d4
3.426E-02
4.464E-04
4.215E-01
-3.107E-03
e1
e2
e3
2.070E-04
-6.370E-08
3.989E-12
R = ratio of measured conductivity to the conductivity of the Standard Seawater Solution
Conductivity Ratio R is a function of salinity, temperature, and hydraulic pressure. So that we can factor R into three parts i.e.
R = Rt x Rp x rt
R = C(S,t,p)/C(35,15,0)
C = 42.914 mS/cm at 15 deg C and 0 dbar pressure ie C(35,15,0) where 35 is the salinity
Ocean pressure is usually measured in decibars. 1 dbar = 10^-1 bar = 10^5 dyne/cm^2 = 10^4 Pascal.
I/RA/11283/07.089/MSA
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IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX F. OVERVIEW OF SEDIVIEW SETTINGS
I/RA/11283/07.089/MSA
49
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IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Ship:
Veremans
Location:
Liefkenshoek (transect K)
Date
11/03/2008
Parameters
Value
Parameters
Value
Inst. Depth (m)
2.0
Compass offset (°)
-1.2
Force depth (m)
0
Beam 3 misalignment (°)
0
Velocity reference
BT
Effective particle size (µm)
20
Speed of sound algorithm
Urick
Beam1 scale factor
0.440
Error velocity
YES
Beam2 scale factor
0.430
External heading
NO
Beam3 scale factor
0.425
External Depth
NO
Beam4 scale factor
0.425
SSC factor top (%)
100
Discharge factor top
Constant
SSC factor bottom (%)
Variable
Discharge factor bottom
Power
Shape factor left bank
0.35
Shape factor right bank
0.35
Filename
Calibration
const (Ks)
Backscatter
coefficient (S)
SSC factor
bottom (%)
Distance to the
left bank (m)
Distance to the
right bank (m)
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
20.25
20.00
20.00
20.38
20.13
20.00
19.50
19.00
19.00
19.25
19.00
19.00
19.25
19.38
19.50
19.50
19.50
19.63
20.13
20.75
21.25
21.25
110
122
124
117
109
109
106
100
107
107
109
109
110
110
118
118
106
106
104
115
116
115
125.42
160.77
130.71
188.17
142.65
179.1
145.84
187.28
149.27
190.99
157.5
184.18
160.23
179.45
145.9
189.62
153.37
173.24
146.53
197.31
148.04
164.11
411.29
431.79
427.33
445.13
451.24
453.93
463.5
473.89
555.39
478.47
540.77
544.72
535.65
565.98
542.11
578.69
637.47
661.1
711.05
666.83
662.44
650.41
3002 Ktrl
3004 Ktlr
3006 Ktrl
3008 Ktlr
3010 Ktrl
3012 Ktlr
3014 Ktrl
3016 Ktlr
3017 Krl
3019 Ktlr
3021 Ktrl
3023 Ktlr
3025 Ktrl
3027 Ktlr
3029 Ktrl
3031 Ktlr
3033 Ktrl
3035 Ktlr
3037 Ktrl
3039 Ktlr
3041 Ktrl
3043 Ktlr
I/RA/11283/07.089/MSA
50
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IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
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Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Filename
Calibration
const (Ks)
Backscatter
coefficient (S)
SSC factor
bottom (%)
Distance to the
left bank (m)
Distance to the
right bank (m)
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
21.75
22.38
22.50
22.38
21.88
21.50
21.00
20.13
20.25
20.88
20.75
20.38
19.75
19.25
19.38
20.00
21.00
21.50
21.50
21.50
144
143
214
212
189
181
108
134
131
107
106
104
105
110
141
143
107
119
143
148
183.6
137.01
141.28
158.04
161.53
148.06
148.88
138.48
134.49
124.18
141.77
153.05
158.82
174.34
186.73
217.5
138.29
197.84
142.56
197.57
635.57
568.72
504.3
464.29
483.63
449.17
579.96
486.03
488.68
418.1
449.69
395.35
444.89
408.42
460.24
421.1
463.06
444.42
446.11
466.8
3045 Ktrl
3047 Ktlr
3049 Ktrl
3051 Ktlr
3053 Ktrl
3055 Ktlr
3057 Ktrl
3059 Ktlr
3061 Ktrl
3063 Ktlr
3065 Ktrl
3067 Ktlr
3069 Ktrl
3071 Ktlr
3073 Ktrl
3075 Ktlr
3077 Ktrl
3079 Ktlr
3081 Ktrl
3083 Ktlr
I/RA/11283/07.089/MSA
51
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX G.
CONTOURPLOTS OF FLOW
VELOCITIES, SEDIMENT CONCENTRATION AND
SEDIMENT FLUX PER SAILED TRANSECT
I/RA/11283/07.089/MSA
52
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics,
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
This page is intentionally left blank.
I/RA/11283/07.089/MSA
53
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX H.
DISCHARGE AND SEDIMENT FLUX
FOR THE TOTAL CROSS-SECTION
I/RA/11283/07.089/MSA
138
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Discharge distribution over the cross section: positive is from dock to river
Filename
3002Ktrl
3004Klr
3006Ktrl
3008Ktlr
3010Ktrl
3012Ktlr
3014Ktrl
3016Ktlr
3017Ktrl
3019Ktlr
3021Ktrl
3023Ktlr
3025Ktrl
3027Ktlr
3029Ktrl
3031Ktlr
3033Ktrl
3035Ktlr
3037Ktrl
3039Ktlr
3041Ktrl
3043Ktlr
3045Ktrl
3047Ktlr
3049Ktrl
3051Ktlr
3053Ktrl
3055Ktlr
3057Ktrl
3059Ktlr
3061Ktrl
3063Ktlr
3065Ktrl
3067Ktlr
3069Ktrl
3071Ktlr
3073Ktrl
3075Ktlr
3077Ktrl
3079Ktlr
I/RA/11283/07.089/MSA
Time to
HW
[hh:mm]
2:10
2:34
2:51
3:06
3:24
3:43
4:05
4:22
4:52
5:12
5:28
5:49
6:02
6:21
6:35
6:51
7:08
7:21
-5:06
-4:51
-4:33
-4:22
-4:09
-3:48
-3:21
-3:04
-2:50
-2:32
-2:13
-1:53
-1:37
-1:14
-0:51
-0:33
-0:18
0:00
0:18
0:34
0:58
1:15
Qmid
[m³/s]
Qtop
[m³/s]
Qbottom
[m³/s]
Qleft
[m³/s]
Qright
[m³/s]
Qtotal
[m³/s]
5587
7202
8071
7760
8660
7913
7568
6410
6338
5542
5544
4987
4958
4338
4337
3653
3502
2912
1854
295
-1550
-2557
-3049
-3866
-4600
-4305
-4056
-4412
-4703
-5577
-6862
-10289
-12443
-11246
-8384
-5892
-3921
-2468
-545
895
1603
1950
2268
2298
2392
2325
2359
2106
1845
1808
1826
1678
1740
1508
1548
1288
1216
1013
654
182
-400
-625
-774
-1211
-1386
-1184
-1085
-1328
-1366
-1770
-2141
-3093
-3415
-2751
-2020
-1360
-775
-254
356
698
457
587
670
630
691
654
648
552
528
485
473
439
432
390
393
325
308
248
151
14
-151
-239
-273
-341
-399
-360
-342
-370
-395
-483
-583
-870
-984
-904
-672
-465
-303
-198
-32
89
243
737
384
1217
641
1341
612
1103
314
1078
736
828
800
1044
469
816
614
877
284
190
-216
-474
-707
-369
-379
-624
-612
-346
-329
-352
-197
-434
-384
-1103
-522
-683
-369
-1377
37
-957
611
684
689
867
707
1019
663
932
650
267
495
799
536
304
472
195
318
545
735
-332
-828
-697
-1268
-612
-590
-643
-236
-125
-750
-575
-620
-645
-1659
-920
-1646
-830
-672
-641
917
487
8501
11160
12082
12772
13091
13253
11850
11103
9675
9180
9074
8730
8467
7584
7218
6277
5957
5595
3678
350
-3145
-4592
-6071
-6398
-7354
-7115
-6331
-6581
-7542
-8757
-10403
-15330
-18885
-16924
-13243
-9231
-6040
-4939
732
1211
139
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Filename
3081Ktrl
3083Ktlr
I/RA/11283/07.089/MSA
Time to
HW
[hh:mm]
1:31
1:49
Qmid
[m³/s]
Qtop
[m³/s]
Qbottom
[m³/s]
Qleft
[m³/s]
Qright
[m³/s]
Qtotal
[m³/s]
2812
3906
1065
1303
241
325
381
1063
531
814
5029
7411
140
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Discharge distribution over the cross section: positive is from dock to river
Filename
3002Ktrl
3004Klr
3006Ktrl
3008Ktlr
3010Ktrl
3012Ktlr
3014Ktrl
3016Ktlr
3017Ktrl
3019Ktlr
3021Ktrl
3023Ktlr
3025Ktrl
3027Ktlr
3029Ktrl
3031Ktlr
3033Ktrl
3035Ktlr
3037Ktrl
3039Ktlr
3041Ktrl
3043Ktlr
3045Ktrl
3047Ktlr
3049Ktrl
3051Ktlr
3053Ktrl
3055Ktlr
3057Ktrl
3059Ktlr
3061Ktrl
3063Ktlr
3065Ktrl
3067Ktlr
3069Ktrl
3071Ktlr
3073Ktrl
3075Ktlr
3077Ktrl
3079Ktlr
I/RA/11283/07.089/MSA
Time to
HW
[hh:mm]
2:10
2:34
2:51
3:06
3:24
3:43
4:05
4:22
4:52
5:12
5:28
5:49
6:02
6:21
6:35
6:51
7:08
7:21
-5:06
-4:51
-4:33
-4:22
-4:09
-3:48
-3:21
-3:04
-2:50
-2:32
-2:13
-1:53
-1:37
-1:14
-0:51
-0:33
-0:18
0:00
0:18
0:34
0:58
1:15
Fmid
[kg/s]
Ftop
[kg/s]
Fbottom
[kg/s]
Fleft
[kg/s]
Fright
[kg/s]
Ftotal
[kg/s]
1526
1908
1889
2405
2953
3309
4058
4067
3552
3033
3340
2806
2515
2127
2078
1687
1557
1159
641
88
-433
-652
-713
-704
-742
-679
-692
-855
-1049
-1658
-1877
-2735
-3510
-3777
-3250
-2705
-2031
-1008
-166
141
237
319
347
497
640
729
883
917
759
705
736
683
677
578
556
439
419
320
194
39
-72
-93
-118
-144
-135
-130
-131
-168
-185
-274
-295
-523
-673
-628
-534
-473
-271
-59
66
103
209
291
448
393
459
426
636
540
446
319
396
315
295
232
213
181
159
108
58
3
-62
-95
-132
-128
-212
-204
-173
-187
-193
-369
-465
-486
-611
-570
-410
-265
-240
-140
-12
21
79
157
111
219
251
272
164
276
138
354
281
269
217
275
132
200
161
170
75
43
-54
-130
-180
-79
-66
-129
-116
-73
-88
-95
-42
-75
-98
-352
-202
-365
-249
-633
17
-301
339
518
572
809
677
1053
722
614
547
152
263
408
280
128
229
78
125
193
355
-104
-214
-191
-629
-144
-94
-85
-30
-31
-187
-465
-396
-309
-921
-446
-690
-316
-235
-197
376
61
2390
3194
3368
4322
4979
5788
6463
6414
5440
4563
5016
4482
3983
3340
3209
2586
2421
1951
1324
69
-835
-1161
-1772
-1199
-1249
-1226
-1141
-1314
-1701
-2860
-3074
-4128
-5812
-5773
-5086
-4124
-3026
-2037
283
24
141
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Filename
3081Ktrl
3083Ktlr
I/RA/11283/07.089/MSA
Time to
HW
[hh:mm]
1:31
1:49
Fmid
[kg/s]
Ftop
[kg/s]
Fbottom
[kg/s]
Fleft
[kg/s]
Fright
[kg/s]
Ftotal
[kg/s]
602
743
139
162
80
130
148
317
83
164
1052
1515
142
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Concentration distribution over the cross section.
Filename
3002Ktrl
3004Klr
3006Ktrl
3008Ktlr
3010Ktrl
3012Ktlr
3014Ktrl
3016Ktlr
3017Ktrl
3019Ktlr
3021Ktrl
3023Ktlr
3025Ktrl
3027Ktlr
3029Ktrl
3031Ktlr
3033Ktrl
3035Ktlr
3037Ktrl
3039Ktlr
3041Ktrl
3043Ktlr
3045Ktrl
3047Ktlr
3049Ktrl
3051Ktlr
3053Ktrl
3055Ktlr
3057Ktrl
3059Ktlr
3061Ktrl
3063Ktlr
3065Ktrl
3067Ktlr
3069Ktrl
3071Ktlr
3073Ktrl
3075Ktlr
3077Ktrl
3079Ktlr
I/RA/11283/07.089/MSA
Time to
HW
[hh:mm]
2:10
2:34
2:51
3:06
3:24
3:43
4:05
4:22
4:52
5:12
5:28
5:49
6:02
6:21
6:35
6:51
7:08
7:21
-5:06
-4:51
-4:33
-4:22
-4:09
-3:48
-3:21
-3:04
-2:50
-2:32
-2:13
-1:53
-1:37
-1:14
-0:51
-0:33
-0:18
0:00
0:18
0:34
0:58
1:15
Cmid
[mg/l]
Ctop
[mg/l]
Cbottom
[mg/l]
Cleft
[mg/l]
Cright
[mg/l]
Ctotal
[mg/l]
273
265
234
310
341
418
536
635
560
547
602
563
507
490
479
462
445
398
346
299
279
255
234
182
161
158
171
194
223
297
274
266
282
336
388
459
518
408
304
157
148
164
153
216
267
313
374
435
411
390
403
407
389
383
359
341
345
316
297
213
181
149
152
119
97
110
121
126
135
155
138
169
197
228
265
348
349
231
187
147
458
497
670
623
664
651
981
978
844
658
838
717
682
596
542
557
516
434
385
213
411
396
483
376
531
566
505
505
489
764
797
558
621
631
610
571
791
705
368
236
324
213
289
180
391
203
267
250
438
328
382
325
271
264
282
245
262
194
265
226
248
274
254
214
174
207
189
210
267
270
211
172
256
319
386
534
675
460
475
314
555
758
830
933
958
1033
1090
659
840
570
532
511
522
419
486
401
394
355
482
314
259
273
496
235
159
131
127
251
249
808
638
479
555
485
419
380
351
307
410
125
281
286
279
338
380
437
545
578
562
497
553
513
470
440
445
412
406
349
360
197
266
253
292
187
170
172
180
200
226
327
295
269
308
341
384
447
501
412
386
20
143
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Filename
3081Ktrl
3083Ktlr
I/RA/11283/07.089/MSA
Time to
HW
[hh:mm]
1:31
1:49
Cmid
[mg/l]
Ctop
[mg/l]
Cbottom
[mg/l]
Cleft
[mg/l]
Cright
[mg/l]
Ctotal
[mg/l]
214
190
130
124
332
398
388
298
156
201
209
204
144
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX I. AVERAGE SEDIMENT CONCENTRATION
FOR THE TOTAL CROSS-SECTION
I/RA/11283/07.089/MSA
145
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Transect name
3002Ktrl
3004Klr
3006Ktrl
3008Ktlr
3010Ktrl
3012Ktlr
3014Ktrl
3016Ktlr
3017Ktrl
3019Ktlr
3021Ktrl
3023Ktlr
3025Ktrl
3027Ktlr
3029Ktrl
3031Ktlr
3033Ktrl
3035Ktlr
3037Ktrl
3039Ktlr
3041Ktrl
3043Ktlr
3045Ktrl
3047Ktlr
3049Ktrl
3051Ktlr
3053Ktrl
3055Ktlr
3057Ktrl
3059Ktlr
3061Ktrl
3063Ktlr
3065Ktrl
3067Ktlr
3069Ktrl
3071Ktlr
3073Ktrl
3075Ktlr
3077Ktrl
3079Ktlr
3081Ktrl
I/RA/11283/07.089/MSA
Average
Time Time after
measured SS
[hh:mm
HW
Concentration
MET]
[hh:mm]
[mg/l]
7:07
2:10
331
7:32
2:34
311
7:48
2:51
260
8:04
3:06
321
8:21
3:24
349
8:41
3:43
399
9:02
4:05
509
9:20
4:22
612
9:49
4:52
521
10:10
5:12
508
10:26
5:28
556
10:47
5:49
540
11:00
6:02
474
11:19
6:21
459
11:35
6:35
418
11:49
6:51
437
12:05
7:08
406
12:19
7:21
416
12:42
-5:06
328
12:57
-4:51
339
13:14
-4:33
278
13:26
-4:22
272
13:38
-4:09
246
13:59
-3:48
196
14:25
-3:21
172
14:42
-3:04
177
14:57
-2:50
183
15:15
-2:32
201
15:34
-2:13
261
15:54
-1:53
335
16:09
-1:37
322
16:32
-1:14
255
16:55
-0:51
280
17:14
-0:33
331
17:29
-0:18
390
17:48
0:00
460
18:06
0:18
531
18:22
0:34
405
18:46
0:58
276
19:03
1:15
234
19:19
1:31
263
146
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
3083Ktlr
Tide
Ebb
Flood
I/RA/11283/07.089/MSA
19:37
1:49
240
Concentration [mg/l]
Average
409
269
Minimum
234
172
147
Maximum
612
390
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX J.
TEMPORAL VARIATION OF TOTAL FLUX, TOTAL
DISCHARGE AND SUSPENDED SEDIMENT
CONCENTRATION
I/RA/11283/07.089/MSA
148
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Total discharge through the measured cross section, positive is from dock to river
I/RA/11283/07.089/MSA
149
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Total flux through the measured cross section, positive is from dock to river
I/RA/11283/07.089/MSA
150
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Suspended sediment concentration through the measured cross section
I/RA/11283/07.089/MSA
151
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
APPENDIX K.
OVERVIEW OF HCBS2 AND AANSLIBBING
DEURGANCKDOK REPORTS
I/RA/11283/07.089/MSA
152
versie 1.0 - 12/08/08
IMDC NV i.s.m. WL|Delft Hydraulics
Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Report
Description of HCBS2
Ambient Conditions Lower Sea Scheldt
Overview of ambient conditions in the river Scheldt – January-June 2006
5.3
(I/RA/11291/06.088/MSA)
5.4
Overview of ambient conditions in the river Scheldt – July-December 2006
(I/RA/11291/06.089/MSA)
5.5
Overview of ambient conditions in the river Scheldt : RCM-9 buoy 84 & 97
(1/1/2007 -31/3/2007) (I/RA/11291/06.090/MSA)
5.6
Analysis of ambient conditions during 2006 (I/RA/11291/06.091/MSA)
Calibration
6.1
Winter Calibration (I/RA/11291/06.092/MSA)
6.2
Summer Calibration and Final Report (I/RA/11291/06.093/MSA)
Through tide Measurements Winter 2006
21/3 Scheldewacht – Deurganckdok – Salinity Distribution
7.1
(I/RA/11291/06.094/MSA)
7.2
22/3 Parel 2 – Deurganckdok (I/RA/11291/06.095/MSA)
7.3
22/3 Laure Marie – Liefkenshoek (I/RA/11291/06.096/MSA)
7.4
23/3 Parel 2 – Schelle (I/RA/11291/06.097/MSA)
7.5
23/3 Laure Marie – Deurganckdok (I/RA/11291/06.098/MSA)
7.6
23/3 Veremans Waarde (I/RA/11291/06.099/MSA)
HCBS Near bed continuous monitoring (Frames)
8.1
Near bed continuous monitoring winter 2006 (I/RA/11291/06.100/MSA)
INSSEV
9
Settling Velocity - INSSEV summer 2006 (I/RA/11291/06.102/MSA)
Cohesive Sediment
10
Cohesive sediment properties summer 2006 (I/RA/11291/06.103/MSA)
Through tide Measurements Summer 2006
Through Tide Measurement Sediview and Siltprofiler 27/9 Stream - Liefkenshoek
11.1
(I/RA/11291/06.104/MSA)
11.2
Through Tide Measurement Sediview 27/9 Veremans - Raai K
(I/RA/11291/06.105/MSA)
11.3
Through Tide Measurement Sediview and Siltprofiler 28/9 Stream - Raai K
(I/RA/11291/06.106/MSA)
11.4
Through Tide Measurement Sediview 28/9 Veremans Waarde(I/RA/11291/06.107/MSA)
11.5
Through Tide Measurements Sediview 28/9 Parel 2 - Schelle
(I/RA/11291/06.108/MSA)
11.6
Through Tide measurement 26/9 Scheldewacht – Deurganckdok – Salinity
Distribution (I/RA/11291/06.161/MSA)
I/RA/11283/07.089/MSA
153
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Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Analysis
12
Report concerning the presence of HCBS layers in the Scheldt river
(I/RA/11291/06.109/MSA)
Report Description of Opvolging aanslibbing Deurganckdok between April 2006 till
March 2007
Sediment Balance: Bathymetry surveys, Density measurements, Maintenance and
construction dredging activities
Sediment Balance: Three monthly report 1/4/2006 – 30/06/2006
1.1
(I/RA/11283/06.113/MSA)
1.2
Sediment Balance: Three monthly report 1/7/2006 – 30/09/2006
(I/RA/11283/06.114/MSA)
1.3
Sediment Balance: Three monthly report 1/10/2006 – 31/12/2006
(I/RA/11283/06.115/MSA)
1.4
Sediment Balance: Three monthly report 1/1/2007 – 31/03/2007
(I/RA/11283/06.116/MSA)
1.5
Annual Sediment Balance (I/RA/11283/06.117/MSA)
1.6
Sediment balance Bathymetry: 2005 – 3/2006 (I/RA/11283/06.118/MSA)
Factors contributing to salt and sediment distribution in Deurganckdok: Salt-Silt
(OBS3A) & Frame measurements, Through tide measurements (SiltProfiling & ADCP)
Through tide measurement Siltprofiler 21/03/2006 Laure Marie
2.1
(I/RA/11283/06.087/WGO)
2.2
Through tide measurement Siltprofiler 26/09/2006 Stream
(I/RA/11283/06.068/MSA)
2.3
Through tide measurement Sediview spring tide 22/03/2006 Veremans
(I/RA/11283/06.110/BDC)
2.4
Through tide measurement Sediview spring tide 27/09/2006 Parel 2
(I/RA/11283/06.119/MSA)
2.5
Through tide measurement Sediview average tide 24/10/2007 Parel 2
(I/RA/11283/06.120/MSA)
2.6
Salt-Silt distribution & Frame Measurements Deurganckdok 13/3/2006 –
31/05/2006 (I/RA/11283/06.121/MSA)
2.7
Salt-Silt distribution & Frame Measurements Deurganckdok 15/07/2006 –
31/10/2006 (I/RA/11283/06.122/MSA)
2.8
Salt-Silt distribution & Frame Measurements Deurganckdok 12/02/2007 –
18/04/2007 (I/RA/11283/06.123/MSA)
2.9
Calibration stationary equipment autumn (I/RA/11283/07.095/MSA)
I/RA/11283/07.089/MSA
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Opvolging aanslibbing Deurganckdok
en Gems
Report 2.13: Through Tide Measurement Sediview 11/03/2008 Transect K
Report Description of Opvolging aanslibbing Deurganckdok between April 2006 till
March 2007
Boundary Conditions: Upriver Discharge, Salt concentration Scheldt, Bathymetric
evolution in access channels, dredging activities in Lower Sea Scheldt and access
channels
Boundary conditions: Three monthly report 1/1/2007 – 31/03/2007
3.1
(I/RA/11283/06.127/MSA) including HCBS 2 report 5.5
3.2
Boundary condtions: Annual report (I/RA/11283/06.128/MSA)1
Analysis
4.1
Analysis of Siltation Processes and Factors (I/RA/11283/06.129/MSA)
1
considered in report 5.6 ‘Analysis of ambient conditions during 2006’ (I/RA/11291/06.091/MSA) in the framework of
the study ‘Extension of the study about density currents in the Beneden Zeeschelde’
I/RA/11283/07.089/MSA
155
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