The behaviour of phosphorus forms and loads under conditions of drought and rainfall and based on real measurements was studied in the Timbú River Basin, an important water source in the metropolitan region of Curitiba, Paraná State, Brazil. Quantitative and qualitative chronosequential analyses were performed in different points of the river during a period of drought and every 5–10 min before, during and after rainfall in the basin. The main results showed that the phosphorus load at the river mouth during drought periods was 2·8 kg/d, five times lower than the normal flow of 8·8 kg/d. At its peak during medium rainfall, the load reached 175·3 kg/d, highlighting the significant influence of diffuse loads in the catchment area. The parameters total phosphorus and reactive phosphorus differed based on river compartments and land uses, mainly urban, agricultural and preserved areas. Therefore, basin action plans must consider varying weather conditions, including both drought and rainy periods, and implement long-term monitoring programmes.
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1 December 2018
Research Article|
December 10 2018
Phosphorus behaviour in a river during periods of drought and rain
Charles Carneiro
;
Higher Institute of Administration and Economy of Mercosur (ISAE), Curitiba, Brazil; Sanepar, Curitiba, Brazil
(corresponding author: charlesc@sanepar.com.br)
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Maurício B Scheer;
Maurício B Scheer
Sanepar, Curitiba, Brazil
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Gustavo R C Possetti
Gustavo R C Possetti
Higher Institute of Administration and Economy of Mercosur (ISAE), Curitiba, Brazil; Sanepar, Curitiba, Brazil
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(corresponding author: charlesc@sanepar.com.br)
Publisher: Emerald Publishing
Received:
May 08 2018
Accepted:
November 05 2018
Online ISSN: 1496-256X
Print ISSN: 1496-2551
ICE Publishing: All rights reserved
2018
Journal of Environmental Engineering and Science (2018) 13 (4): 117–126.
Article history
Received:
May 08 2018
Accepted:
November 05 2018
Citation
Carneiro C, Scheer MB, Possetti GRC (2018), "Phosphorus behaviour in a river during periods of drought and rain". Journal of Environmental Engineering and Science, Vol. 13 No. 4 pp. 117–126, doi: https://doi.org/10.1680/jenes.18.00018
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