Abstract
Different methods of the computation of curves describing the relation between stage and discharge of a river profile are discussed. Using several measurements of passed years one tries to compute such curves as close to reality as possible.
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References
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Zarzer, E.A. Some considerations concerning the optimal calculation of stage-discharge functions. Zeitschrift für Operations Research 31, B193–B212 (1987). https://doi.org/10.1007/BF01258650
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DOI: https://doi.org/10.1007/BF01258650