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contributor authorZ. X. Xu
contributor authorA. Schumann
contributor authorC. Brass
date accessioned2017-05-08T21:23:27Z
date available2017-05-08T21:23:27Z
date copyrightJune 2001
date issued2001
identifier other%28asce%291084-0699%282001%296%3A3%28189%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49580
description abstractA Markov autocorrelation pulse (MACP) model for two sites daily streamflow generation is proposed in this study. By using two-component pulses with a one-order Markov autocorrelation deterministic part and a skewed Weibull random part as inputs to the hydrologic system, a simplified model for daily streamflow generation is formulated. Pulses occurring concurrently at two neighboring gauges are assumed to be crosscorrelated processes. The mean, standard deviation, auto- and crosscorrelation of daily, monthly, and annual streamflows are computed for observed and generated flow sequences. The performance of the stochastic streamflow model is evaluated. Results show that the MACP model may relatively and satisfactorily reproduce both linear and nonlinear dependence of daily streamflow processes. The effectiveness of the model is demonstrated through its practical application to the generation of daily streamflow for the Wupper River in Germany. The significance of the findings reported in this paper is that the MACP model provides a flexible and adaptive method for reproducing the historical frequency distribution of daily streamflow sequence.
publisherAmerican Society of Civil Engineers
titleMarkov Autocorrelation Pulse Model for Two Sites Daily Streamflow
typeJournal Paper
journal volume6
journal issue3
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2001)6:3(189)
treeJournal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 003
contenttypeFulltext


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