Abstract:A decade of observations provided grounds for assessing the operation of one of the few stormwater treatment plants in Poland (system: screens—grit chambers—settler—retention pond) which collects effluents from 471 ha of the city. Among other aspects, the following were evaluated: treatment efficiency, relationship between the quality of treated stormwater and that of waters in the receiving body (the ox-bow lake of the Vistula river), operating stability of key units, significance of the facility for nature. … Show more
“…During heavy rainfall periods, which correspond to our case in Bentong, WTPs and retention basins become overloaded causing untreated wastewater to spill straight into receiving water. Moreover, as rainfall scour across impermeable tops, it collects sediments, nutrients and further contaminants and deposits them into the closest watercourse 34 . Both of these incidents can increase BPA’s level in river water during heavy rain seasons, which overall might cause higher levels of BPA in summer in comparison with other seasons.…”
Phase distribution of emerging organic contaminants is highly influential in their presence, fate and transport in surface water. Therefore, it is crucial to determine their state, partitioning behaviour and tendencies in water environments. In this study, Bisphenol A was investigated in both colloidal and soluble phases in water. BPA concentrations ranged between 1.13 and 5.52 ng L−1 in the soluble phase and n.d-2.06 ng L−1 in the colloidal phase, respectively. BPA was dominant in the soluble phase, however, the colloidal contribution ranged between 0 and 24% which implied that colloids can play a significant role in controlling BPA’s transportation in water. Urban and industrial areas were the main sources of BPA while forest areas displayed lower levels outside the populated domains. pH levels were between 6.3 and 7.4 which might have affected BPA’s solubility in water to some extent. The particle size distribution showed that the majority of the particles in river samples were smaller than 1.8 µm in diameter with a small presence of nanoparticles. Zeta potential varied between − 25 and − 18 mV, and these negative values suggested instability of particles. Furthermore, BPA was positively correlated with BOD, COD and NH3–N which might indicate that these organic compounds were released concurrently with BPA. RQ assessment showed low levels of risk towards algae and fish in the study area.
“…During heavy rainfall periods, which correspond to our case in Bentong, WTPs and retention basins become overloaded causing untreated wastewater to spill straight into receiving water. Moreover, as rainfall scour across impermeable tops, it collects sediments, nutrients and further contaminants and deposits them into the closest watercourse 34 . Both of these incidents can increase BPA’s level in river water during heavy rain seasons, which overall might cause higher levels of BPA in summer in comparison with other seasons.…”
Phase distribution of emerging organic contaminants is highly influential in their presence, fate and transport in surface water. Therefore, it is crucial to determine their state, partitioning behaviour and tendencies in water environments. In this study, Bisphenol A was investigated in both colloidal and soluble phases in water. BPA concentrations ranged between 1.13 and 5.52 ng L−1 in the soluble phase and n.d-2.06 ng L−1 in the colloidal phase, respectively. BPA was dominant in the soluble phase, however, the colloidal contribution ranged between 0 and 24% which implied that colloids can play a significant role in controlling BPA’s transportation in water. Urban and industrial areas were the main sources of BPA while forest areas displayed lower levels outside the populated domains. pH levels were between 6.3 and 7.4 which might have affected BPA’s solubility in water to some extent. The particle size distribution showed that the majority of the particles in river samples were smaller than 1.8 µm in diameter with a small presence of nanoparticles. Zeta potential varied between − 25 and − 18 mV, and these negative values suggested instability of particles. Furthermore, BPA was positively correlated with BOD, COD and NH3–N which might indicate that these organic compounds were released concurrently with BPA. RQ assessment showed low levels of risk towards algae and fish in the study area.
“…Taking into account individual reservoirs, the highest coefficients of variation, amounting to approximately 140%, were recorded in the case of NO 2 -(R5), TP (R2 and R4) and Cl -(R2). The research carried out in other facilities of the rainwater management in Lublin region also confirms significant variability in the quality of retained water (Zubala, 2013(Zubala, , 2018. This phenomenon results from the existence of a large number of factors determining the extent of pollution of rainfall runoffs.…”
The level of pollution and the variability of rainwater runoff quality collected in reservoirs next to the new Lublin bypass (south-eastern Poland) were assessed in this scientific paper. In the rainwater harvesting and treatment system, two types of reservoirs with different construction, size and presence of pre-treatment devices were used. Laboratory tests involved selected physical, oxygen, biogenic, salinity indicators, heavy metals and polycyclic aromatic hydrocarbons. Particularly large variability in concentrations included NO2-, TP, PO43-, K+ and Cl-. Parameters decreasing the water quality were mainly conductivity, BOD5, COD, NO2-, TP and Cl-. High concentrations of salt and phosphorus in collected rainwater require great care in final management (risk of salinization and eutrophication). In the second year of research, there was significant deterioration of water quality, which may result from different weather conditions and gradual accumulation of pollutants in new reservoirs. Not many significant differences were found in the quality of water collected in reservoirs with pre-treatment and without it. Loads of heavy metals and aromatic hydrocarbons in reservoirs were relatively small. However, these impurities have high durability and the ability to accumulate in the environment. Therefore, further studies should also take into account monitoring of bottom sediments and areas adjacent to the bypass.
“…In other cases, it ranged from 7.1 (pH) to 76.0% (temperature). Studies carried out in other rainwater management facilities also con rm a considerable variability in the quality of rainwater (Peng et al 2016;Zubala 2018). This phenomenon is connected with the presence of many factors determining the degree of pollution of rainwater and rainwater run-offs.…”
Section: Analysis Of Climatic Conditionsmentioning
confidence: 95%
“…Scienti c literature points to a strong correlation between the method of development of the drained area and the quality of precipitation run-off. Increased migration of pollutants can be expected in the case of road infrastructure, city centres, industrial grounds, and certain types of roo ng material (Liu et al 2014;Zubala 2018).…”
The study evaluates the operation of rainwater harvesting and treatment systems (RHTS), receiving effluents from the wholesale market and fuel station (twenty years of observations). Changes of the basic elements of RHT systems (e.g. earthen reservoirs – sealed settler, infiltration reservoir) were characterized and the impact of climatic conditions on the system monitored. The analyses also referred to the stability and work safety of the most important equipment and water treatment efficiency. In the study period, due to the accumulation of erosive phenomena, it was necessary to optimize the system. The infiltration reservoir was considerably modified. At the same time, another reservoir of a similar type was built. The quality of water in the reservoirs were measured in 2008–2010 (before the modernisation) and in 2016–2018 (after the modernisation). Selected physical, oxygen, biogenic and salinity indicators were determined in the water. During the study the harvesting and treatment system had a positive effect on the quality of rainwater runoff – the values of many contaminants were reduced (RHTS 1: suspended solids, nitrogen, iron, potassium; RHTS 2: conductivity, suspended solids, nitrogen). Design and operational errors were noticed that in the long run may contribute to deteriorating the operational efficiency and even lead to a building collapse (intense erosive phenomena). This study clearly demonstrates that building a rainwater management system is a highly site-specific issue.
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