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)
Name | Marker | Receiver | Antenna | Operator | Network | Start date | End date |
stwk | 13551M001 | SEPT POLARX5 | SEPCHOKE_B3E6 | TUD/CITG/GRS | IGRS | 2024-05-21 | |
Markers
ID | Name | dX | dY | dZ | Instruments | Installed | Removed |
13551M001 | TOP OF IGRS MAST | 0.0000 | 0.0000 | 0.0000 | stwk | 2024-04-23T14:00Z | |
Pictures
Active instruments
Marker ID: 13551M001
Operator: TU Delft
Log file:
stwk00nld_20240423.log
Receiver
Installed | week/d doy | Removed | week/d doy | Receiver type | S/N | Firmware |
2024-05-21T07:30Z | 2315/2 142 | | | SEPT POLARX5 | 3080230 | 5.5.0 |
Antenna
Installed | week/d doy | Removed | week/d doy | Antenna type | Dome | S/N | Height | Antenna calibration |
2024-04-23T14:00Z | 2311/2 114 | | | SEPCHOKE_B3E6 | SPKE | 5889 | 0.0000 | |
External Frequency
Installed | week/d doy | Removed | week/d doy | Ext. Frequency type |
2024-05-21T07:30Z | 2315/2 142 | | | 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.