<?xml version='1.0' encoding='utf-8'?>
<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Ricardo Mantilla</dc:contributor>
  <dc:contributor>Vijay K. Gupta</dc:contributor>
  <dc:creator>Brent M. Troutman</dc:creator>
  <dc:date>2011</dc:date>
  <dc:description>&lt;p&gt;&lt;span&gt;A methodology is presented to understand the role of the statistical self-similar topology of real river networks on scaling, or power law, in peak flows for rainfall-runoff events. We created Monte Carlo generated sets of ensembles of 1000 random self-similar networks (RSNs) with geometrically distributed interior and exterior generators having parameters&amp;nbsp;&lt;/span&gt;&lt;i&gt;p&lt;/i&gt;&lt;sub&gt;i&lt;/sub&gt;&lt;span&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;and&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;/span&gt;&lt;i&gt;p&lt;/i&gt;&lt;sub&gt;e&lt;/sub&gt;&lt;span&gt;, respectively. The parameter values were chosen to replicate the observed topology of real river networks. We calculated flow hydrographs in each of these networks by numerically solving the link-based mass and momentum conservation equation under the assumption of constant flow velocity. From these simulated RSNs and hydrographs, the scaling exponents β and φ characterizing power laws with respect to drainage area, and corresponding to the width functions and flow hydrographs respectively, were estimated. We found that, in general, φ &amp;gt; β, which supports a similar finding first reported for simulations in the river network of the Walnut Gulch basin, Arizona. Theoretical estimation of β and φ in RSNs is a complex open problem. Therefore, using results for a simpler problem associated with the expected width function and expected hydrograph for an ensemble of RSNs, we give heuristic arguments for theoretical derivations of the scaling exponents β&lt;/span&gt;&lt;sup&gt;&lt;i&gt;(E)&lt;/i&gt;&lt;/sup&gt;&lt;span&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;and φ&lt;/span&gt;&lt;sup&gt;&lt;i&gt;(E)&lt;/i&gt;&lt;/sup&gt;&lt;span&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;that depend on the Horton ratios for stream lengths and areas. These ratios in turn have a known dependence on the parameters of the geometric distributions of RSN generators. Good agreement was found between the analytically conjectured values of β&lt;/span&gt;&lt;sup&gt;&lt;i&gt;(E)&lt;/i&gt;&lt;/sup&gt;&lt;span&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;and φ&lt;/span&gt;&lt;sup&gt;&lt;i&gt;(E)&lt;/i&gt;&lt;/sup&gt;&lt;span&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;and the values estimated by the simulated ensembles of RSNs and hydrographs. The independence of the scaling exponents φ&lt;/span&gt;&lt;sup&gt;&lt;i&gt;(E)&lt;/i&gt;&lt;/sup&gt;&lt;span&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;and φ with respect to the value of flow velocity and runoff intensity implies an interesting connection between unit hydrograph theory and flow dynamics. Our results provide a reference framework to study scaling exponents under more complex scenarios of flow dynamics and runoff generation processes using ensembles of RSNs.&lt;/span&gt;&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.5194/npg-18-489-2011</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>European Geosciences Union</dc:publisher>
  <dc:title>Scaling of peak flows with constant flow velocity in random self-similar networks</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>