ABSTRACT
Aims: A personal computer version of the Stormwater Management Model (PCSWMM) was applied to seamlessly link urban runoff, sanitary flow, pump station operations, and a natural wastewater treatment wetland in Phnom Penh, Cambodia, as a step towards developing a planning tool that could be used to explore urban development or climate change scenarios. Study Design: PCSWMM was calibrated with measured flow and water quality data and used to estimate total phosphorus, total nitrogen, detergents, and E. coli levels at the outlet of the wastewater treatment wetland for the period May 15 to July 1, 2011. Place and Duration of Study: Phnom Penh, Cambodia; January, 2011 to March, 2012. Methodology: In support of model development, a limited water quality sampling program and bathymetric survey were conducted for the sewer and wetland system in both the dry and rainy seasons, 2011. Samples were analyzed for total nitrogen, total phosphorus, detergents, and E. coli. Sewer flow was measured continuously at 5 minute intervals to determine sanitary flow characteristics as input to the model and pump operation rules were determined through interviews with the pump operators and analysis of their data log books. Results: Consistent with past studies, the sampling showed that the wetland was effective in treating municipal waste, particularly with respect to E. coli (99% reduction from sewage inputs) and detergents (86% reduction from sewage inputs). A lower treatment efficiency was observed for total phosphorus, at around 31%, while the treatment efficiency for total nitrogen was around 71%. The wetland was divided into four zones and PCSWMM was run in continuous mode for the period May 2-July 1, 2011. The mean levels of E. coli, detergents, total phosphorus, and total nitrogen estimated by the model for that time period compared favorably with sample results from the field campaign in August, 2011. Conclusion: The naturally-occurring wetland treatment system in Phnom Penh is effective and fits well with the concepts of green infrastructure and eco-cities. PCSWMM is a useful decisionsupport and planning tool to explore various development and climate change scenarios in Phnom Penh.
ABSTRACT
O aporte de nutrientes constitui-se um dos maiores problemas em reservatórios artificiais. O rio Capibaribe, mais especificamente o trecho a montante do reservatório Jucazinho, é destino de esgotos domésticos, bem como de efluentes industriais. Esses efluentes, quando lançados sem tratamento adequado, geram uma série de perturbações no corpo hídrico e, mais adiante, chegam ao reservatório Jucazinho, ocasionando problemas ainda maiores como a eutrofização. O presente trabalho descreve a metodologia e os resultados obtidos com a formulação de um modelo que representa a carga de fósforo acumulado no reservatório Jucazinho, a partir de dados de fósforo total medidos ao longo da coluna de água. O estudo permitiu estimar a contribuição média de fósforo, bem como o percentual de redução desse elemento desde o lançamento dos efluentes no rio Capibaribe no trecho a montante até o reservatório, fornecendo subsídios para o planejamento da operação desse manancial.
The input of nutrients is a major problem related to artificial reservoirs. The Capibaribe river, specifically the upstream the Jucazinho reservoir, is the destination of domestic sewer and industrial effluents. These effluents, when discharged without proper treatment, generate a series of disturbances in the water body, later arriving at Jucazinho reservoir, causing even bigger problems such as eutrophication. This paper describes the methodology and the results obtained with the formulation of a model representing the phosphorus load accumulated in reservoir Jucazinho from measured data of total phosphorus throughout the water column. The study allowed us to estimate the average contribution of phosphorus as well as the reduction percentage of this element since the release of effluents into Capibaribe river upstream the reservoir, providing support for planning the operation of this water source.
ABSTRACT
The objective of the present study was to investigate the influence of domestic sewage on the water along the Camandocaia River. The limnological variables analyzed were: pH, turbidity, color, manganese, iron, dissolved oxygen, nitrogen and total phosphorus. The data are discussed in terms of average values, and the Principal Component Analysis was employed. At no point were the oxygen saturation values below 70%, with the exception of point 9 (38.8%). The lowest nitrogen values were detected in points 1 to 3 (0.18 to 0.21 mg L-1) and the highest in points 9 and 10 (1.29 and 1.79 mg L-1); the highest phosphorus value was detected in point 9 (345.5 µg L-1). All variables correlate positively to the principal component 1, with the exception of oxygen saturation. The sum of the two principal components explains 86.6% of total variation found. The water of the river was little impacted by domestic sewage until Amparo. The highest levels of pollution were detected at the end of that city, and the trend was partial self-depuration until confluence with the Jaguary River. Nevertheless, the most polluted point of the river, when compared to other polluted rivers, presented lower pollution levels.
Investigar a influência do esgoto orgânico na água do rio Camandocaia. Foram analisadas as seguintes variáveis limnológicas: pH, turbidez, cor, manganês, ferro, oxigênio dissolvido, nitrogênio e fósforo totais. Os dados são discutidos em termos de valores médios e foi aplicada a Análise de Componentes Principais. Em nenhum dos 12 pontos estudados, os valores de saturação de oxigênio estiveram abaixo de 70%, com exceção do Ponto 9 (38,8%). Os menores valores de nitrogênio foram detectados nos Pontos 1 a 3 (0,18 a 0,21 mg L-1) e os valores mais elevados nos Pontos 9 e 10 (1,29 e 1,79 mg L-1); o valor mais elevado de fósforo foi detectado no Ponto 9 (345,5 µg L-1). Todas as variáveis correlacionam-se positivamente ao componente principal 1, com exceção da saturação de oxigênio. Os dois componentes principais somados explicam 86,6% do total da variação encontrada. A água do Camandocaia foi pouco impactada pelos esgotos até Amparo. No final dessa cidade foram detectados os níveis mais elevados de poluição, e a tendência foi a depuração parcial do esgoto até a confluência com o rio Jaguari. Entretanto, o local mais poluído do rio, quando comparado a outros rios poluídos, apresentou níveis de poluição inferiores.
ABSTRACT
Investigar a influência do esgoto orgânico na água do rio Camandocaia. Foram analisadas as seguintes variáveis limnológicas: pH, turbidez, cor, manganês, ferro, oxigênio dissolvido, nitrogênio e fósforo totais. Os dados são discutidos em termos de valores médios e foi aplicada a Análise de Componentes Principais. Em nenhum dos 12 pontos estudados, os valores de saturação de oxigênio estiveram abaixo de 70%, com exceção do Ponto 9 (38,8%). Os menores valores de nitrogênio foram detectados nos Pontos 1 a 3 (0,18 a 0,21 mg L-1) e os valores mais elevados nos Pontos 9 e 10 (1,29 e 1,79 mg L-1); o valor mais elevado de fósforo foi detectado no Ponto 9 (345,5 µg L-1). Todas as variáveis correlacionam-se positivamente ao componente principal 1, com exceção da saturação de oxigênio. Os dois componentes principais somados explicam 86,6% do total da variação encontrada. A água do Camandocaia foi pouco impactada pelos esgotos até Amparo. No final dessa cidade foram detectados os níveis mais elevados de poluição, e a tendência foi a depuração parcial do esgoto até a confluência com o rio Jaguari. Entretanto, o local mais poluído do rio, quando comparado a outros rios poluídos, apresentou níveis de poluição inferiores.
The objective of the present study was to investigate the influence of domestic sewage on the water along the Camandocaia River. The limnological variables analyzed were: pH, turbidity, color, manganese, iron, dissolved oxygen, nitrogen and total phosphorus. The data are discussed in terms of average values, and the Principal Component Analysis was employed. At no point were the oxygen saturation values below 70%, with the exception of point 9 (38.8%). The lowest nitrogen values were detected in points 1 to 3 (0.18 to 0.21 mg L-1) and the highest in points 9 and 10 (1.29 and 1.79 mg L-1); the highest phosphorus value was detected in point 9 (345.5 µg L-1). All variables correlate positively to the principal component 1, with the exception of oxygen saturation. The sum of the two principal components explains 86.6% of total variation found. The water of the river was little impacted by domestic sewage until Amparo. The highest levels of pollution were detected at the end of that city, and the trend was partial self-depuration until confluence with the Jaguary River. Nevertheless, the most polluted point of the river, when compared to other polluted rivers, presented lower pollution levels.
Subject(s)
Phosphorus , Water Selfpurification , Domestic EffluentsABSTRACT
Lake Uluabat, which is located in Marmara region, is one of the most productive lakes in Turkey. Due to concerns about potential pollution resulting from watershed sources and adjacent agricultural lands, a study of the trophic state of lake Uluabat was conducted during the period February 2003 to January 2004. Total nitrogen (TN), total phosphorus (TP), Secchi disc depth (SD) and chlorophyll a (Chl a) were analyzed monthly in order to assess the trophic state of the lake. According to calculated nutrient ratios, phosphorus was found to be the primary limiting nutrient in lake Uluabat. Carlson’s trophic state index values, based on TP, SD and chl a, indicated that lake Uluabat is an eutrophic system.