1. Ahmed E-SMS (2006) Real-time optimal operation of reservoir-river systems under flooding conditions. PhD dissertation, Arizona State University, Tempe, AZ
2. Danish Hydraulics Institute (DHI) (2005) MIKE 11—A modeling system for rivers and channels. DHI Water and Environment, Denmark
3. Franz DD, Melching CS (1997a) Full equations (FEQ) model for the solution of the full, dynamic equations of motion for one-dimensional unsteady flow in open channels and through control structures. US Geological Survey Water-Resources Investigations Report 96-4240
4. Franz DD, Melching CS (1997b) Full equations utilities (FEQUTL) model for the approximation of hydraulic characteristics of open channels and control structures during unsteady flow. US Geological Survey Water-Resources Investigations Report 97-4037, 205 p
5. Fread DL (1978) NWS operational dynamic wave model. Verification of mathematical and physical models in hydraulic engineering. Proceedings, 26th annual hydraulics division specialty conference, College Park, MD, pp 455–464