Water Resource Associates
A network of consultants in water resources, water quality, hydrology, hydrogeology and flooding.
Flow record for the Western Rother [West Sussex]
HYSIM was used to prepare catchment models at four gauged sites of Iping Mill, Halfway Bridge, Cocking, and Hardham, reviewing methods of flow naturalisation.
Western Rother at Fittleworth Bridge
Background
At Hardham, the Western Rother drains a 206 km2 area at the western end of the Wealden anticline. Southern Water abstract at Hardham, South East Water abstract from the Lower Greensand aquifers in the headwaters, and there is significant spray irrigation for farming along the valley. The need to assess yield of the system, which supports abstraction in excess of 100 M/ld, prompted a complete review of flow records in the Western Rother, with the aim of producing a definitive set of data for 1920-98.
Scope of work by Water Resource Associates Ltd
Work focused on developing an integrated catchment model, ranging from data processing and validation to developing models to portray artificial influences, which have an impact on the stream hydrology. This included impact of groundwater abstraction on flows in the river. Time series were developed for rainfall, PET, abstraction, and effluent discharge. The whole area was divided into independent sub-catchments and one residual catchment between Iping and Hardham, using the Costers Brook model to represent ungauged chalk areas. Thematic mapping was used to process, interpret and display spatial data, including the distribution of rainfall, abstraction, wastewater returns, catchment geology and land-use.
Rainfall isohyets and Thiessen Polygons
Chalk groundwater model at Cocking
Results
Stage-discharge ratings for Hardham Weir were reviewed and flows re-calculated. Each gauging station record was reviewed and anomalies corrected
The UK national approach to flow naturalisation was reviewed, & work progressed using HYSIM for this purpose. Three statistical models were developed for agricultural use of water, and the likely trend in water demand and sewage returns was based on population growth in the catchment for the period. The discharge of wastewater from sewage works was also simulated using seasonal variations evident in the available daily records.