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2011 - Cooperative Institute for Research in Environmental Sciences ...

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Vijay Gupta<br />

Understand<strong>in</strong>g Multi-Scale Infiltration <strong>in</strong> River<br />

Bas<strong>in</strong>s as a Statistical-Dynamical Problem<br />

Last year, my colleagues<br />

and I uncovered<br />

that “random selfsimilarity”<br />

<strong>in</strong> the spatial<br />

branch<strong>in</strong>g pattern of river<br />

networks provides a key<br />

physical basis to understand<br />

the underly<strong>in</strong>g<br />

spatial pattern of floods.<br />

Self-similarity means that<br />

each part of a network<br />

is a t<strong>in</strong>y version of the<br />

whole. The observed pattern<br />

<strong>in</strong> floods appears as<br />

a power law, or a scal<strong>in</strong>g<br />

relation, that is be<strong>in</strong>g tested<br />

<strong>in</strong> several river bas<strong>in</strong>s<br />

of the world.<br />

The presence of power<br />

laws <strong>in</strong> floods is be<strong>in</strong>g<br />

used to develop a predictive model based <strong>in</strong> multi-scale<br />

solutions of mass and momentum conservation equations<br />

<strong>in</strong> random self-similar channel networks. It requires a pre-<br />

Goodw<strong>in</strong> Creek<br />

Experimental Watershed<br />

(GCEW) <strong>in</strong> Mississippi.<br />

dictive understand<strong>in</strong>g of <strong>in</strong>filtration and runoff generation<br />

as a multi-scale problem. We are develop<strong>in</strong>g and test<strong>in</strong>g<br />

a theory of multi-scale <strong>in</strong>filtration <strong>in</strong> the Goodw<strong>in</strong> Creek<br />

Experimental Watershed (GCEW) <strong>in</strong> Mississippi. GCEW<br />

is an experimental watershed of Agriculture <strong>Research</strong><br />

Service (ARS). It has excellent space-time observations of<br />

ra<strong>in</strong>fall and stream flows <strong>for</strong> about 30 years, which are<br />

needed to understand multi-scale <strong>in</strong>filtration.<br />

Our goal is to develop a ra<strong>in</strong>fall-runoff model that<br />

can be used to assign <strong>in</strong>filtration thresholds to hillslopes,<br />

which are the smallest geomorphic units <strong>in</strong> a river bas<strong>in</strong>.<br />

To reach this goal, we represent threshold values <strong>for</strong> a<br />

ra<strong>in</strong>fall-runoff event at three different spatial scales: 1) the<br />

dra<strong>in</strong>age area of a ``parent’’ bas<strong>in</strong>; 2) the dra<strong>in</strong>age area of<br />

unnested sub-bas<strong>in</strong>s with<strong>in</strong> the parent bas<strong>in</strong>; and 3) the<br />

dra<strong>in</strong>age area of hillslopes with<strong>in</strong> the unnested sub-bas<strong>in</strong>s.<br />

For GCEW, the dra<strong>in</strong>age area at the outlet of the largest<br />

stream gauged bas<strong>in</strong> gives 21 km 2 . The dra<strong>in</strong>age areas of<br />

unnested gauged sub-bas<strong>in</strong>s with<strong>in</strong> GCEW range from<br />

0.17 to 3.58 km 2 such that mean area is approximately<br />

1.6 km 2 . Likewise, the mean dra<strong>in</strong>age area of hillslopes<br />

with<strong>in</strong> GCEW is approximately 0.038 km 2 . Observations<br />

needed to determ<strong>in</strong>e <strong>in</strong>filtration thresholds are generally<br />

available <strong>for</strong> the entire bas<strong>in</strong> and at several sub-bas<strong>in</strong>s that<br />

are typical of medium-size bas<strong>in</strong>s worldwide. However,<br />

they have not been made at the hillslope scale, which is<br />

practically impossible because the number of hillslopes is<br />

typically very large; GCEW has approximately 800 hillslopes.<br />

Our model is be<strong>in</strong>g developed under the postulate<br />

that certa<strong>in</strong> threshold properties observed <strong>in</strong> sub-bas<strong>in</strong>s<br />

are preserved at the hillslope scale. It requires a statisticaldynamical<br />

<strong>for</strong>mulation that is be<strong>in</strong>g developed and tested.<br />

CIRES Annual Report <strong>2011</strong> 37

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