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Identification of structural breaks in hydrological maxima time series in Paraguay River, Pantanal Region, Brazil Marcus Suassuna Santos 1,2

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Presentation on theme: "Identification of structural breaks in hydrological maxima time series in Paraguay River, Pantanal Region, Brazil Marcus Suassuna Santos 1,2"— Presentation transcript:

1 Identification of structural breaks in hydrological maxima time series in Paraguay River, Pantanal Region, Brazil Marcus Suassuna Santos 1,2 marcus.santos@cprm.gov.br Carlos Henrique Ribeiro Lima 3 chrlima@unb.br (1)PhD Student, University of Brasilia – UnB (2)Brazilian Geological Survey – CPRM (3)Professor, University of Brasilia – UnB Universidade de Brasília

2 Outline 1.Motivation and objectives 2.Methods to identify single and multiple step changes in the mean 3.Results: a.Step changes in annual maximum water levels b.Step changes in annual precipitation c.Step changes and Long Memory 4.Conclusions 5.Future Work

3 Critical Hydrological Events Warning System SACE PANTANAL http://www.cprm.gov.br/sace/

4 Critical Hydrological Events Warning System SACE PANTANAL 1974: Major impact: cattle and agriculture Surprise effect Past decades: long cycle of droughts - adaptation

5 Structural breaks Objective: identify structural breaks (step changes) in the mean of annual maximum series of water levels and annual rainfall in the Pantanal region, Brazil. Definition: abrupt (step) change in time series statistics - mean, variance, serial dependence, etc. Motivation: Search for causes Understand hydrological time series Model hydrological time series Improve extreme events management systems Minimize the impacts resulting from such changes

6 Structural breaks identification framework Time Series Hypothesis test

7 OLS-based CUSUM test Ploberger and Krämer (1992) Single Structural Break – CUSUM Approach

8 Standardized partial sum process Appropriate for one single break Single Structural Break – CUSUM Approach

9 Breaks detection

10 Multiple breaks detection

11

12 Number of breaks: RSS and BIC

13 Multiple breaks detection: WATER LEVELS Location of Breaks

14 Multiple breaks detection: WATER LEVELS

15 Spatial Analysis of Breakpoints: WATER LEVELS Ladário 2.5 % breakpoints 97.5 % 1951 1960 1970 1974 1975 1978 Porto Murtinho 2.5 % breakpoints 97.5 % 1958 1961 1968 196919731974 Cáceres (DNPVN) 2.5 % breakpoints 97.5 % 197119731976 São Francisco 2.5 % breakpoints 97.5 % 197219731974 Aquidauana 2.5 % breakpoints 97.5 % 196719721977 Coxim 2.5 % breakpoints 97.5 % 197119731974 Porto do Alegre 2.5 % breakpoints 97.5 % 197119731976

16 Multiple breaks detection: RAINFALL

17 Porto Murtinho 2.5 % breakpoints 97.5 % 195819601972 196719701972 Upper Paraguay River 2.5 % breakpoints 97.5 % 1964 1968 1974 Cuiaba River 2.5 % breakpoints 97.5 % 196919711972 Aquidauana 2.5 % breakpoints 97.5 % ? Taquari River 2.5 % breakpoints 97.5 % - Correntes River 2.5 % breakpoints 97.5 % - Spatial Analysis of Breakpoints: RAINFALL

18 Long Term Memory and Structural Changes Yusof et al. (2013): “Observed long memory behaviour can be due to neglected structural breaks” Independence is an assumption of structural breaks tests May induce the choice of a long memory model

19 Summary An efficient way to identify and locate multiple step changes in hydrological time series was used; Along the river basin some gauging stations experienced step changes around 1960 (high / low) and another ones around 1973 (low / high) in water level time series; Similar phenomena occurred in rainfall time series in the northern part of Paraguay river basin, around 1960 (high / low) and around 1968 and 1971 (low / high).

20 Future work Hydrological simulation may confirm linkages between rainfall and water level step changes if it captures low frequency behavior – preliminary results indicate that groundwater may contribute to those low frequency fluctuations; Early 1980’s was a very rainy period in some major Brazilian river basins, but there is no report of extremely dry years in the 1960’s in other catchments – search for climate predictors; Hidden Markov Models (HMM) offer a possibility to model and simulate such series considering step changes.

21 Thank you for your attention! Marcus Suassuna Santos marcus.santos@cprm.gov.br www.cprm.gov.br


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