TY - JOUR
T1 - A model for daily flows of intermittent streams
AU - Aksoy, Hafzullah
AU - Bayazit, Mehmetik
PY - 2000
Y1 - 2000
N2 - A stochastic model for synthetic data generation is not available in the literature for daily flows of intermittent streams. Such a model is required in the planning and operation of structures on an intermittent stream for purposes where short time f low fluctuations are important. In this study a model is developed for such a case. The model consists of four steps: determination of the days on which flow occurs, determination of the days on which a flow increment occurs, determination of the magnitude of the flow increment, and calculation of the flow decrement on days when the flow is reduced. The first two steps are modelled by a three-state Markov chain. In the third step, flow increments on the rising limb of the hydrograph are assumed to be gamma distributed. In the last step an exponential recession is used with two different coefficients. Parameters of the model are estimated from the observed daily streamflow data for each month of the year. The model is applied to a daily flow series of 35 years' length. It is seen that the model can preserve the short-term characteristics (the ascension and recession curves and peaks) of the hydrograph in addition to the long-term characteristics (mean, variance, skewness, lag-one and higher lag au tocorrelation coefficients, and zero flow percentage). The number of parameters of the model can be decreased by fitting Fourier series to their annual variation. Copyright (C) 2000 John Wiley and Sons, Ltd.
AB - A stochastic model for synthetic data generation is not available in the literature for daily flows of intermittent streams. Such a model is required in the planning and operation of structures on an intermittent stream for purposes where short time f low fluctuations are important. In this study a model is developed for such a case. The model consists of four steps: determination of the days on which flow occurs, determination of the days on which a flow increment occurs, determination of the magnitude of the flow increment, and calculation of the flow decrement on days when the flow is reduced. The first two steps are modelled by a three-state Markov chain. In the third step, flow increments on the rising limb of the hydrograph are assumed to be gamma distributed. In the last step an exponential recession is used with two different coefficients. Parameters of the model are estimated from the observed daily streamflow data for each month of the year. The model is applied to a daily flow series of 35 years' length. It is seen that the model can preserve the short-term characteristics (the ascension and recession curves and peaks) of the hydrograph in addition to the long-term characteristics (mean, variance, skewness, lag-one and higher lag au tocorrelation coefficients, and zero flow percentage). The number of parameters of the model can be decreased by fitting Fourier series to their annual variation. Copyright (C) 2000 John Wiley and Sons, Ltd.
KW - Daily flows
KW - Intermittent streams
KW - Markov chains
KW - Mathematical modelling
KW - Stochastic modelling
UR - http://www.scopus.com/inward/record.url?scp=0034234019&partnerID=8YFLogxK
U2 - 10.1002/1099-1085(200007)14:10<1725::aid-hyp108>3.0.co;2-l
DO - 10.1002/1099-1085(200007)14:10<1725::aid-hyp108>3.0.co;2-l
M3 - Article
AN - SCOPUS:0034234019
SN - 0885-6087
VL - 14
SP - 1725
EP - 1744
JO - Hydrological Processes
JF - Hydrological Processes
IS - 10
ER -