Site Information for Stolwijk

2024-05-21T17:54Z

Stolwijk

Integrated Geodetic Reference Station (IGRS), AWZI Stolwijk (Hoogheemraadschap van Schieland en de Krimpenerwaard), Bilwijkerweg 8A, 2821 SH Stolwijk.

On-site contact: Centrale Regiekamer, HHSK
GNSS contact: Hans van der Marel, TUD/GRS

GNSS Instrument(s)

NameMarkerReceiverAntennaOperatorNetworkStart dateEnd date
stwk13551M001SEPT POLARX5SEPCHOKE_B3E6TUD/CITG/GRSIGRS2024-05-21

Markers

IDNamedXdYdZInstrumentsInstalledRemoved
13551M001TOP OF IGRS MAST0.00000.00000.0000stwk2024-04-23T14:00Z

Pictures

STWK_20240415_FOUNDATION_1.jpg
STWK_20240415_FOUNDATION_1
STWK_20240415_FOUNDATION_2.jpg
STWK_20240415_FOUNDATION_2
STWK_20240415_FOUNDATION_3.jpg
STWK_20240415_FOUNDATION_3
STWK_20240415_FOUNDATION_4.jpg
STWK_20240415_FOUNDATION_4
STWK_20240423_ANTENNA.jpg
STWK_20240423_ANTENNA
STWK_20240423_FROM_EAST.jpg
STWK_20240423_FROM_EAST
STWK_20240423_FROM_NORTH.jpg
STWK_20240423_FROM_NORTH
STWK_20240423_FROM_NORTHEAST.jpg
STWK_20240423_FROM_NORTHEAST
STWK_20240423_FROM_NORTHWEST.jpg
STWK_20240423_FROM_NORTHWEST
STWK_20240423_FROM_SOUTH.jpg
STWK_20240423_FROM_SOUTH
STWK_20240423_FROM_SOUTHEAST.jpg
STWK_20240423_FROM_SOUTHEAST
STWK_20240423_FROM_SOUTHWEST.jpg
STWK_20240423_FROM_SOUTHWEST
STWK_20240423_FROM_WEST.jpg
STWK_20240423_FROM_WEST
STWK_20240423_MAIN.jpg
STWK_20240423_MAIN
STWK_20240423_RECEIVER.jpg
STWK_20240423_RECEIVER


Active instruments

STWK (Stolwijk IGRS)

Marker ID: 13551M001
Operator: TU Delft
Log file: stwk00nld_20240423.log

Receiver

Installedweek/d doyRemovedweek/d doyReceiver typeS/NFirmware
2024-05-21T07:30Z2315/2 142 SEPT POLARX530802305.5.0

Antenna

Installedweek/d doyRemovedweek/d doyAntenna typeDomeS/NHeightAntenna calibration
2024-04-23T14:00Z2311/2 114 SEPCHOKE_B3E6SPKE58890.0000

External Frequency

Installedweek/d doyRemovedweek/d doyExt. Frequency type
2024-05-21T07:30Z2315/2 142 INTERNAL

Notes

2024-04-16T14:00Z 2310/2 107 - 2024-04-23T16:00Z 2311/2 114
The IGRS was mounted on the concrete plate but without properly alligning the corner reflectors and without the GNSS antenna installed. The InSAR data for the CR is not reliable for this period. The whole assembly is mounted on a 35 cm thick concrete block fixed to 3 steel/grouted 13 m long foundation piles, with a diameter of 16.7 cm, to a sub-surface sand deposit. On top of the sand layer is a 11.5 m peat toplayer.
2024-04-23T14:00Z 2311/2 114 -
The GNSS instrument mechanically connected to two 90 cm trihedral corner reflectors for co-locating (In)SAR ascending and descending radar observations. The GNSS monument itself consists of a SECO mount, on top of a 2.5 m heigh 8 cm diameter stainless steel pipe, with a 35 cm square strudded footplate. On each side, a 90 cm corner reflector for ascending and descending InSAR tracks is attached. 1.412 m below the GNSS monument a GCP for LIDAR measurements (the top plate of the IGRS) is present. The top plate of the IGRS is 1.126 meter above the concrete block, the GNSS monument is 1.412 m above the top-plate (LIDAR GCP).
For more information contact Hans van der Marel.