2011
DOI: 10.1134/s0097807811040051
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Discrete dynamic-stochastic model of long-term river runoff variations

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Cited by 7 publications
(6 citation statements)
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“…ERA-Interim covers the period from 1979 to 2017 with a resolution of about 0.75° in latitude and longitude. The data for 31 gauging stations were used to calculate the average monthly runoff ( Revealing a relation between TWS and the modulus of flow (Q) using the GRACE data in the form of a power dependence that has a physical basis (Dolgonosov 2008;Frolov 2011Frolov , 2014 is complicated by the fact that it is not the absolute amount of water in the basin that the available TWS values express, but its anomaly (TWSA), relative to the average value for any period taken as zero.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…ERA-Interim covers the period from 1979 to 2017 with a resolution of about 0.75° in latitude and longitude. The data for 31 gauging stations were used to calculate the average monthly runoff ( Revealing a relation between TWS and the modulus of flow (Q) using the GRACE data in the form of a power dependence that has a physical basis (Dolgonosov 2008;Frolov 2011Frolov , 2014 is complicated by the fact that it is not the absolute amount of water in the basin that the available TWS values express, but its anomaly (TWSA), relative to the average value for any period taken as zero.…”
Section: Methodsmentioning
confidence: 99%
“…where a and c are coefficients, Q -modulus of flow ((m 3 /s)/ km 2 ).The power dependence for some assumptions about the similarity of a river network can be obtained from a kinematic wave equation for a slope runoff (Dolgonosov 2008), moreover, the exponent can be in the range from 1.5 to 3 depending on the preferred type of a runoff (1.5 for a turbulent and 3 for a laminar one). The value of the autocorrelation coefficient, the dispersion of a river runoff and the correlation coefficient between precipitation and a river runoff depend on the dependence R = f(TWS) (Frolov 2011;Frolov 2014).…”
mentioning
confidence: 99%
“…The variance, s 2 h , is determined by taking into account the variance of river runoff volume and e, which were estimated (only modern observation data can be used) as 0.026 and 0.007 (m/y) 2 (Golitsyn et al, 1998), correspondingly. Due to their practical independence (Frolov, 2011), s 2 h ¼ 0:033 ðm=yÞ 2 . Using these values, we obtain using (7)…”
Section: Adaptation Of Brownian Motion To Explain Csl Changes During mentioning
confidence: 99%
“…Equation (6) generalizes model by V. Klemé [7] for the case of modeling the long term fluctuations in precipitation and evaporation as mutually correlated Markov chains [8]. This equation can be considered as a discrete analog of the stochastic differentiated equa tion describing fluctuations in the water balance of the Caspian Sea [9], or as that of the Langevin equation which applied for describing the stochastic dynamics of many natural processes [10].…”
Section: A V Frolovmentioning
confidence: 99%
“…where = and the variance of runoff is (8) where is the evaporation dispersion; r e is the auto correlation coefficient of the evaporation; r pe is the coefficient of mutual correlation between evaporation and precipitation; the remaining designations are explained above. Figure 1 illustrates the dependence of dimensionless variance of Volga River runoff μ = from autocorrelation coefficient of evaporation r e and dimensionless variance of the evaporation ν = .…”
Section: A V Frolovmentioning
confidence: 99%