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Paik & Kumar 2004
Paik, K. and Kumar, P. (2004). Hydraulic geometry and the nonlinearity of the network instantaneous response. Water Resources Research 40: doi: 10.1029/2003WR002821. issn: 0043-1397.

We postulate that the spatial variability in flow velocity in a basin, arising from the systematic downstream variation of celerity, may explain the observed nonlinear rainfall-runoff relationships. This is based on the argument that different rainfall excess rates will produce different velocity fields in a basin due to the nonlinear relation between velocity and flow. In particular, we show that if the mean velocity V varies with flow Q as V $propto$ Qm, then the time to peak tp and the peak f(tp) of the network instantaneous response function (IRF) vary as tp $propto$ ie-m and f(tp) $propto$ ie+m, where ie is the rainfall excess rate.

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Abstract

Keywords
Hydrology, Geomorphology, Hydrology, Networks, Hydrology, Floods, hydraulic geometry, instantaneous response function, nonlinearity, kinematic dispersion
Journal
Water Resources Research
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Publisher
American Geophysical Union
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