Simple hydraulic models for out¯ow of groundwater into a stream suggest that the form of the storage± discharge relationship for groundwater changes from linear, for a con®ned aquifer, to quadratic, for an uncon®ned ¯ow. Tests of the form of stream ¯ow recessions in 11 streams, during periods of no
A comparison of techniques for hydrograph recession analysis
✍ Scribed by Joko Sujono; Shiomi Shikasho; Kazuaki Hiramatsu
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 239 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0885-6087
- DOI
- 10.1002/hyp.1247
No coin nor oath required. For personal study only.
✦ Synopsis
Abstract
A comparison between commonly used techniques for hydrograph recession analysis, namely the semi‐logarithmic plot of a single recession segment, the master recession and a relatively new approach based on wavelet transform was carried out. These methods were applied to a number of flood hydrograph events of two catchments in West Java, Indonesia. The results show that all the methods tested produce reasonable and comparable results. However, problems arise in the semi‐logarithmic plot and the master recession, i.e. determining the recession parameter K is not an easy task especially where the plotted data on a semi‐logarithmic plot is not a linear but a curved line. On a curved line, the end of direct flow or starting point of baseflow is not clear and it is quite difficult to identify. Hence, the best line as a basis for computing the recession parameter K becomes uncertain. The wavelet transform approach, however, produces promising results and minimizes a number of problems associated with hydrograph recession analysis. The end of direct flow and the location of the baseflow component are easily determined through the wavelet maps. Copyright © 2004 John Wiley & Sons, Ltd.
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