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        <dc:title>Transient flow routing in channel networks</dc:title>
        <dc:creator>Wood, E.F.</dc:creator>
        <dc:creator>Harley, B.M.</dc:creator>
        <dc:creator>Perkins, F.E.</dc:creator>
        <dc:description>The formulation of a mathematical model to predict transient flows in hydraulic networks is presented. The network formulation consists of breaking the network up into a series of connected reaches; reducing the finite difference equations for each reach into two ‘reach’ equations; forming an exterior matrix consisting of the reach equations, external boundary conditions, and interior compatibility conditions; solving the external matrix for the end values of discharge and water surface elevation for all reaches; and back-substituting for all interior values. Examples presented include the James River, USA, estuary model (24 nodes and 26 reaches), the Cork Harbor, Ireland, estuary (13-reach double-looped network), and the Rio Bayamon basin, Puerto Rico. Results are very satisfactory when they are compared to known data.</dc:description>
        <dc:publisher>Wiley</dc:publisher>
        <dc:date>1975-06</dc:date>
        <dc:type>Article</dc:type>
        <dc:type>PeerReviewed</dc:type>
        <dc:identifier>  Wood, E.F. &lt;https://pure.iiasa.ac.at/view/iiasa/2525.html&gt;, Harley, B.M., &amp; Perkins, F.E.  (1975).  Transient flow routing in channel networks.   Water Resources Research 11 (3) 423-430. 10.1029/WR011i003p00423 &lt;https://doi.org/10.1029/WR011i003p00423&gt;.       </dc:identifier>
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