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 (rainf
COMMON UNITGRAPHS FOR SETS OF RUNOFF EVENTS. PART 2: COMPARISONS AND INFERENCES FOR RAINFALL LOSS MODELS
โ Scribed by TOM G. CHAPMAN
- Publisher
- John Wiley and Sons
- Year
- 1996
- Tongue
- English
- Weight
- 615 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0885-6087
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โฆ Synopsis
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 unitgraphs lag behind the corresponding peaks in the catchment rainfall and continue after the end of rainfall. It eventuates that these inputs are best modelled by including a strongly non-linear storage in the rainfall loss model. For common loss and storage parameters, runoff hydrographs from the overall model fit the observed hydrographs over a wider range of flows than predictions from application of conventional unitgraph methods. The new approach can be interpreted physically as a non-linear process of rainfall loss and routing to stream channels, followed by linear routing of stream flow; or functionally as a separation of the common linear elements in the overall rainfall-runoff process from the loss and non-linear elements. It has the potential to lead to improved predictions of storm runoff hydrographs.
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