2006
DOI: 10.1016/j.pce.2006.08.016
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Long-term variations of annual flows of the Okavango and Zambezi Rivers

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Cited by 65 publications
(46 citation statements)
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“…Arora and Boer (2001) estimate that the Zambezi River, evaluated at the delta in Mozambique, will experience a total reduction in discharge of about 39 % in 2100. Although, it should be noted that Mazvimavi and Wolski (2006) find recent observed changes in the Zambezi river flows can be explained by a cyclical pattern rather than a trend.…”
mentioning
confidence: 80%
“…Arora and Boer (2001) estimate that the Zambezi River, evaluated at the delta in Mozambique, will experience a total reduction in discharge of about 39 % in 2100. Although, it should be noted that Mazvimavi and Wolski (2006) find recent observed changes in the Zambezi river flows can be explained by a cyclical pattern rather than a trend.…”
mentioning
confidence: 80%
“…The Pettitt rank-based approach was used to determine the most probable change-point in the streamflow time-series (Pettitt, 1979). This test is considered robust to changes in distributional form when the location changes, and has shown to possess greater statistical power compared to other tests like the Wilcoxon-Mann-Whitney (Kundzewicz and Robson, 2004;Mazvimavi and Wolski, 2006). Also it is useful to detect a change in the median when the time of change is unknown (Pettitt, 1979;Kundzewicz and Robson, 2004;Mazvimavi and Wolski, 2006).…”
Section: Change-point Analysismentioning
confidence: 99%
“…The most common statistical technique is the non-parametric Mann-Kendall test (Mann, 1945;Kendall, 1975), which is used to identify the existence of monotonic trends in a time-series. The main weakness of the Mann-Kendall statistic is it is designed to detect the monotonic trend, however hydrologic changes can occur both gradually (trend) and abruptly (step-change) (Kundzewicz and Robson, 2004;Mazvimavi and Wolski, 2006). A gradual change is typically slow and constant over time while an abrupt change occurs quickly due to a sudden alteration within a watershed (e.g., reservoir construction, water diversions) (Kundzewicz and Robson, 2000;Smyth et al, 2008).…”
Section: Introductionmentioning
confidence: 99%
“…), linear periodic PAR(1) models [Salas et al, 1980] were identified because they are able to provide good forecasts of the inflow processes according to the adopted monthly time step, see the explained variance in Table 2. In particular, the interannual variability characterizing the inflows in the Zambezi system [Rocha and Simmonds, 1997;Mazvimavi and Wolski, 2006] has limited impacts on the considered objectives and it can be captured by autoregressive models.…”
Section: Zambezi River Agent-based Modelmentioning
confidence: 99%