Home PageLSD LtdHelwick BankDredgingMonitoringLicence ApplicationsBusiness ProfileLatest NewsOther Links |
Llanelli Sand Dredging LtdReview of annual monitoring surveys of Helwick Bank and adjacent Gower beaches, 2001 to 2002To view the DWF format drawings associated with this report, please download and
install the free Autodesk Express Viewer from Autodesk Inc (2.4MB). This allows you to right-click
anywhere on the drawing to zoom, pan or make high quality prints. AUTOCAD DWF drawings: The data quality of the bathymetric surveys and the airborne laserscanner surveys are within the specifications outlined in the extraction licence. A comparison of the 2001 and 2002 bathymetric surveys of Helwick Bank and the sub-tidal area of Port-Eynon Bay indicates an overall sediment gain of ~4.5M m3 within the new boundary survey area and ~6.1M m3 within the limits of the extended new boundary. Principal features of this sediment gain were (1) a progressive increase in sandbank volume from East Helwick to West Helwick, and (2) more accretion on the flanks of the sandbank than in the central, crestal platform areas. Between 01 September 2001 and 30 August 2002, the volume dredged from Helwick Bank by Llanelli Sand Dredging Ltd was 55,402m3 of sand (83,103 tonnes). Comparing the volume dredged to the volume of sediment gained on the sandbank and adjacent sub-tidal Port-Eynon Bay in 2001-02, absence of dredging would have added only 1.22% more sediment onto the sandbank, in theory. The dredged quantity represents an extraction of 0.027% of the 2002 estimated volume of Helwick Bank, and the 4,522,991m3 sediment gain (new boundary) represents a 2.27% increase in computed sandbank volume from 2001 to 2002. As beach profiling and LIDAR surveys compute elevations by different geodetic methods, the 2002 LIDAR data was snapped to the profiling data, via adjustment of elevations to provide a best fit. In 2002, the LIDAR and profiling surveys were undertaken on the same day for Port-Eynon beach and one or two days difference for the other beaches. LIDAR data indicate ~188,000 m3 of sand was lost from Gower beaches in 2001-02, with the beach profiling estimate being a 179,000 m3 loss. Of this total, 157,000 m3 was lost from Rhossili beach, relating mainly to the development of a large rip channel. The southern half of the beach lost only 28,000 m3 of sand. Throughout 2002, Rhossili beach developed a series of shoreline-parallel sandbars along the north and central areas of the beach, a development conducive to the formation of rip currents and rip channels. In contrast, Port-Eynon beach continued its trend of gaining sand, ~6,000 m3. By early 2003, the exposure of older sediments had reduced dramatically to only 14% of the surface area exposed some 26 months earlier. The stormy autumn 2000 was followed by another stormy autumn/winter 2001-02, which included 16 days of maximum sustained wind speed in excess of Gale Force 8, including 4 days exceeding Strong Gale 9. The main difference was that the storms did not attain the intensity in 2001-02 compared to 2000-01, but the occurrence of stormy weather was greater, with 40 days when the maximum sustained wind speed was Gale Force 8 or stronger in 2001-02 compared to only 26 days equivalent in 2000-01. In context, 2000-01 and 2001-02 experienced storm force conditions far in excess of other years in the recent past at Pembrey Sands. Given the excessive stormy nature of 2000-01 and 2001-02, it is not surprising that the west-facing Gower beaches experienced sediment losses in these years, which would have happened irrespective of dredging activity on Helwick Bank. In contrast, the major sand incursion on Port-Eynon foreshore continues, albeit with evidence of seasonal fluctuations. Such an incursion demonstrates that the beaches are capable of recovery during sand dredging activities on Helwick Bank. Considering the substantial difference in scale between dredging on the one hand and sediment gains and losses on the sandbank and adjacent beaches on the other, it is impossible to attribute directly any changes in inter-tidal and sub-tidal morphology as a specific consequence of dredging on Helwick Bank. The review of the 2001 and 2002 bathymetric data and beach measurements shows that there is no reason why dredging of Helwick Bank should not continue. The principal reasons for this recommendation are
|