scholarly journals Identifying Pollutants in the Siret River Basin by Applying New Assessment Tools on Monitoring Data: the Correlation of Land Use and Physicochemical Parameter of Water Quality Analysis

2014 ◽  
Vol 8 (2) ◽  
pp. 5-19
Author(s):  
Andreea Mănescu ◽  
Luca Mihail ◽  
Mihalache Raluca

Abstract The Siret River are used as raw water source for different municipal water supply systems, yet the Siret River are used as receiving bodies by some inhabitants and industry. In the study the quality of the Siret River water was determinate using a Water Quality Index (WQI). Results are presented from a field study performed on the Bistrita, Moldova, Suceava, Siret, Şomuzu Mare, Trotuş and Tributary River in the study area Siret Basin Romania. The main objective of this study was to determine is to find correlations land use to indicators physical-chemical of water quality, to investigate pollution source is more responsible for river water quality. This is of interest not only research context, but also for supporting and facilitating the application analysis postullend in the Water Framework Directive (WFD) (2000/60/CE) for the establishment of programmers of measures. For this purpose a slightly impact pollution source municipal wastewater treatment, land uses, urban, forest, agriculture and mining was selected and intensively monitored during six years January 2006 - December 2011, sampling was determined to meet the WFD standards for confidence in twenty two different control section of the Siret Basin. The main measures to reduce emissions to the Siret River were calcium, ammonium, sulfate, residue fixed (RF), sodium, chloride, free detergent and municipal wastewater treatment, concentrated on point emission. The main contributor to diffuse this parameters increased when more percentage of land was dedicated to industry and urban and less to forest and mining.

2011 ◽  
Vol 6 (1) ◽  
Author(s):  
A. Iborra-Clar ◽  
J.A. Mendoza-Roca ◽  
A. Bes-Pií ◽  
J.J. Morenilla-Martínez ◽  
I. Bernácer-Bonora ◽  
...  

Rainfall diminution in the last years has entailed water scarcity in plenty of European regions, especially in Mediterranean areas. As a consequence, regional water authorities have enhanced wastewater reclamation and reuse. Thus, the implementation of tertiary treatments has become of paramount importance in the municipal wastewater treatment plants (WWTP) of Valencian Region (Spain). Conventional tertiary treatments consist of a physico-chemical treatment of the secondary effluent followed by sand filtration and UV radiation. However, the addition of coagulants and flocculants sometimes does not contribute significantly in the final water quality. In this work, results of 20-months operation of three WWTP in Valencian Region with different tertiary treatments (two without chemicals addition and another with chemicals addition) are discussed. Besides, experiments with a 2 m3/h pilot plant located in the WWTP Quart-Benager in Valencia were performed in order to evaluate with the same secondary effluent the effect of the chemicals addition on the final water quality. Results showed that the addition of chemicals did not improve the final water quality significantly. These results were observed both comparing the three full scale plants and in the pilot plant operation.


2019 ◽  
Vol 41 (1) ◽  
pp. 47-54
Author(s):  
Magdalena Domańska ◽  
Anna Boral ◽  
Kamila Hamal ◽  
Magdalena Kuśnierz ◽  
Janusz Łomotowski ◽  
...  

AbstractThe increasingly stringent requirements for wastewater treatment enforce the adoption of technologies that reduce pollution and minimize waste production. By combining the typical activated sludge process with membrane filtration, biological membrane reactors (MBR) offer great technological potential in this respect. The paper presents the principles and effectiveness of using an MBR at the Głogów Małopolski operation. Physicochemical tests of raw and treated wastewater as well as microscopic analyses with the use of the FISH (fluorescence in situ hybridization) method were carried out. Moreover, the level of electric energy consumption during the operation of the wastewater treatment plant and problems related to fouling were also discussed. A wastewater quality analysis confirmed the high efficiency of removing organic impurities (on average 96% in case of BOD5 and 94% in case of COD) and suspension (on average 93%).


1994 ◽  
Vol 30 (5) ◽  
pp. 49-58
Author(s):  
J. Námer ◽  
L. Hyánek

This paper reviews the present state of municipal wastewater treatment in the Slovak Republic. A comprehensive approach was applied to the problem; particular elements of water quality control systems were studied and subsequently their interactions were considered. Analysis of available data in this field shows the serious problems concerned with the performance and maintenance of existing sewer systems and wastewater treatment plants as well as with their process efficiency and impact on the water quality of receivers. The significant influence of groundwater infiltration and industrial wastewaters on municipal wastewater quality and their impact on effluent quality are documented. All these facts were evaluated and priorities were set for improving the water quality control and the utilization of integrated urban water quality management, keeping in mind the typical socio-economic problems encountered during the transition of post-communist countries.


1992 ◽  
Vol 25 (4-5) ◽  
pp. 289-295 ◽  
Author(s):  
K. R. Imhoff

Since 1913 the Ruhrverband has been responsible for comprehensive water quality and water quantity management in the Ruhr River basin, covering an area of 4,488 km2. In 116 municipal wastewater treatment plants sludges with 59,000 tons of dry solids are annually retained. For the year 2000 a total of 75,000 tons is expected. The paper describes the development of a basin-wide sludge disposal concept under realistic assumptions. As treatment plants of varying sizes are existent, all three applicable routes of sludge disposal must be kept open for the future: 1. agricultural utilization, 2. controlled disposal after dewatering and 3. incineration.


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