A simple overland flow calculation method for distributed groundwater recharge models
Article first published online: 4 APR 2011
British Geological Survey © NERC 2011. Hydrological Processes © 2011 John Wiley & Sons, Ltd.
Volume 25, Issue 22, pages 3462–3471, 30 October 2011
How to Cite
Mansour, M. M., Barkwith, A. and Hughes, A. G. (2011), A simple overland flow calculation method for distributed groundwater recharge models. Hydrol. Process., 25: 3462–3471. doi: 10.1002/hyp.8074
- Issue published online: 12 OCT 2011
- Article first published online: 4 APR 2011
- Accepted manuscript online: 16 MAR 2011 02:15AM EST
- Manuscript Accepted: 24 FEB 2011
- Manuscript Received: 9 AUG 2010
- overland flow;
- direct runoff;
- auto regressive model
A method to improve the calculation of overland flow in distributed groundwater recharge models is presented and applied to two sub-catchments in the Thames Basin, UK. Recharge calculation studies tend to simulate the runoff flow component of river flow in a simplistic way, often as a fraction of rainfall over a particular period. The method outlined in this study intends to improve the calculation of groundwater recharge estimates in distributed recharge models but does not present an alternative to complex overland flow simulators. This method uses seasonally varying coefficients to calculate runoff for specified hydrogeological classes or runoff zones, which are used to model baseflow index variations across the basin. It employs a transfer function model to represent catchment storage. Monte Carlo simulation was applied to refine the runoff values. Decoupling the runoff zones between the two sub-catchments produces a better match between the simulated and observed values; however, the difference between observed runoff and the simulated output indicates other factors, such as landuse and topographical characteristics that affect the generation of runoff flow, need to be taken into account when classifying runoff zones. British Geological Survey © NERC 2011. Hydrological Processes © 2011 John Wiley & Sons, Ltd.