MODELING THE HYDRAULIC RELATIONSHIP BETWEEN THE RIVER DERWENT AND THECORALLIAN LIMESTONE AQUIFER

Authors
Citation
Ma. Carey et D. Chadha, MODELING THE HYDRAULIC RELATIONSHIP BETWEEN THE RIVER DERWENT AND THECORALLIAN LIMESTONE AQUIFER, Quarterly Journal of Engineering Geology, 31, 1998, pp. 63-72
Citations number
6
Categorie Soggetti
Geosciences, Interdisciplinary","Engineering, Geological
ISSN journal
04812085
Volume
31
Year of publication
1998
Part
1
Pages
63 - 72
Database
ISI
SICI code
0481-2085(1998)31:<63:MTHRBT>2.0.ZU;2-F
Abstract
The River Derwent in North Yorkshire has been identified by the Enviro nment Agency as a river with a high priority for flow alleviation due to low flows during summer months. The river flows across the Corallia n Limestone aquifer and loses flow to this aquifer, via a set of solut ion hollows in the stream bed. This loss in flow has been gauged, as o f the order of 15 to 35 M1/day, and in dry years the entire river flow can be lost to the aquifer. Groundwater abstraction from the Corallia n Limestone aquifer varies seasonally, and is currently between 25 and 35 M1/day, with the higher rates of pumping occurring during the summ er months. One of the main groundwater abstractions is for public wate r supply, and this source is located about 1.5 km from the river. Abst raction from this source is largely sustained by the leakage from the river. The Corallian Limestone aquifer and its hydraulic relationship with the River Derwent has been represented using the USGS modelling p ackage MODFLOW, to improve the understanding of the flow regime and to provide a tool to assist in the evaluation of different water resourc e management options. This model has provided a good representation of the aquifer system, and in particular has shown that leakage from the River Derwent is a key factor in controlling the groundwater regime a nd in maintaining a water balance for the aquifer. The model has been used to examine different management options for the aquifer system, i ncluding the influence of reducing the volume of water available to le ak through the river bed on the groundwater abstraction sources. This paper will describe how the model has been applied to this aquifer sys tem, the benefits obtained and the problems encountered.