Abstract
Selection of a storage capacity for the design of a river reservoir is made traditionally by the Rippl mass curve method or the sequent-peak algorithm. Both methods offer a single value of storage capacity to a water resources engineer. Synthetic hydrology approach by which long synthetic flow data are generated is also commonly used. In the present study a hybrid technique combining these two approaches is developed. The technique is based on wavelets, which are functions of zero-mean and finite variance, and it generates synthetic sequent-peak algorithms. Haar wavelet is used in the generation scheme. The generation scheme is applicable to non-skewed sequences. The application of the technique to a 64-year long annual flow data suggests that the technique can be a useful tool in the selection of a storage capacity for the design of a river reservoir.
Original language | English |
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Pages (from-to) | 423-437 |
Number of pages | 15 |
Journal | Water Resources Management |
Volume | 15 |
Issue number | 6 |
DOIs | |
Publication status | Published - Dec 2001 |
Keywords
- Critical period
- Haar wavelet
- River reservoir
- Sequent-peak algorithm
- Storage capacity
- Wavelet