Book Chapter10.1201/B15625-16
Hydrograph Analysis and Baseflow Separation
Hafzullah Aksoy,Hartmut Wittenberg,Ebru Eris +2 more
- 21 Mar 2014
- pp 327-344
1
About: The article was published on 21 Mar 2014. The article focuses on the topics: Baseflow & Hydrograph.
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Citations
•Journal Article
Closure of "Runoff Prediction by Simple Tank Model Using Recession Curves"
TL;DR: In this paper, a simple water-tank model is constructed to simulate the rainfall-runoff process in a catchment, which is applied to two catchments, one in Japan and the other in the United States for predicting flood response to rainfall events.
10
References
•Book
応用水文 = Applied hydrology
農業土木学会応用水文研究部会,農業土木学会水文・水環境研究部会,農業農村工学会水文・水環境研究部会 +2 more
- 01 Jan 1991
1.5K
Evaluation of automated techniques for base flow and recession analyses
Rory Nathan,Thomas A. McMahon +1 more
TL;DR: In this article, two base flow techniques were considered, one based on a digital filter and the other based on simple smoothing and separation rules, and a comparison between two commonly used techniques of recession analyses, the correlation method and the matching strip method was also undertaken.
1.1K
How to construct recursive digital filters for baseflow separation
Abstract: Recursive digital filtering of hydrographs is a baseflow separation method that can easily be automated and has been recommended for providing reproducible results. In the past, different formulations of the most simple filter type, the so-called one-parameter filter, have been proposed. In this paper, a theoretical framework is developed for filter algorithms that were constructed under the assumption that the outflow from an aquifer is linearly proportional to its storage. It is shown that these one-parameter filters describing an exponential baseflow recession are all special cases of a two-parameter filter whose equation is specified. Its parameters are the recession constant—which can be objectively determined by a recession analysis—and BFImax, the maximum value of the baseflow index that can be modelled by the algorithm. This introduces a subjective element into the baseflow calculation, since BFImax is not measurable. A preliminary analysis based on the results of conventional separation techniques shows that it might be possible to find typical BFImax values for classes of catchments that can be unequivocally distinguished by their hydrological and hydrogeological characteristics. Copyright © 2004 John Wiley & Sons, Ltd.
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