Common unitgraphs obtained from streamflow data for a set of runoff events have higher peaks, shorter times to peak and generally shorter total durations than average unitgraphs obtained by conventional techniques from rainfall and streamflow data for single events. The calculated inputs to these un
COMMON UNITGRAPHS FOR SETS OF RUNOFF EVENTS. PART 1: UNITGRAPH IDENTIFICATION FROM STREAMFLOW DATA
โ Scribed by TOM G. CHAPMAN
- Publisher
- John Wiley and Sons
- Year
- 1996
- Tongue
- English
- Weight
- 669 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0885-6087
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โฆ Synopsis
It is demonstrated that a unitgraph can be obtained without using rainfall data, provided data from at least two runoff events are available. A numerical method has been devised which calculates this common unitgraph for a set of surface runoff events and at the same time determines the input (rainfall excess) for each event. The method has been successfully tested on catchments ranging in size from 0.4 to 600 km2; it requires streamflow observations taken at intervals which retain all significant frequencies in the runoff hydrographs. The method also requires application of a baseflow separation procedure which is consistent for all events. The new approach has the potential to lead to more objective studies of the effects of catchment changes on the unitgraph and provides scope for comparisons of the common unitgraphs with geomorphological instantaneous unitgraphs.
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