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| Detailed Reference Information |
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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. |
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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 |
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Keywords
Hydrology, Geomorphology, Hydrology, Networks, Hydrology, Floods, hydraulic geometry, instantaneous response function, nonlinearity, kinematic dispersion |
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Publisher
American Geophysical Union 2000 Florida Avenue N.W. Washington, D.C. 20009-1277 USA 1-202-462-6900 1-202-328-0566 service@agu.org |
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