1. On the derivation of the IUH from the geomorphology of link structured channel networks;Agnese;Excerpta,1990
2. Aronica, G.T., Candela, A., Viola, F., Cannarozzo, M., 2006. Influence of rating curve uncertainty on daily rainfall–runoff model predictions, predictions in ungauged basins: promise and progress (Proceedings of Symposium S7 held during the Seventh IAHS Scientific Assembly at Foz do Iguaçu, Brazil, April 2005). IAHS Publ. 303, pp. 116–124.
3. Beran, M., Hosking, J.R.M., Arnell, N., 1986. Comment on “Two Component Extreme Value distribution for flood frequency analysis by F. Rossi, M. Fiorentino, P. Versace”. Water Resour. Res., 22(2).
4. Continuous simulation for design flood estimation – a review;Boughton;Environ Model Software,2003
5. Bloschl, G., Sivapalan, M., 1997. Process control on flood frequency. Runoff Generation, Storm Properties and Return, Centre for Water Research Environmental Dynamics Report, ED 1159 MS. Department of Civil Engineering, The University of Western Australia.