Abstract:Dal Lake is the second largest and most beautiful Lake in the state of Jammu and Kashmir and is the major centre of tourist activities. Due to the continuous increase in the population, the generation of domestic wastewater also increased. The present study was carried out to assess the efficiency of Sequential Batch Reactor (SBR) based Sewage Treatment Plant (STP) located at Brari Numbal and its discharge impact on the physicochemical properties of Dal Lake. The sample was collected from the selected sampling… Show more
“…Water clarity is measured by turbidity, which is caused by the presence of ions and salts in a suspended state. The amount of suspended solids present directly affects turbidity (Bhutiani et al, 2016;Ruhela et al, 2020;Bojago et al, 2023). Additionally, river water turbidity can result from weathering, runoff from unclean roadways and agricultural fields, and soil erosion (Gupta et al, 2017;Khan et al, 2021;Roy et al, 2021).…”
Section: Turbiditymentioning
confidence: 99%
“…This is the reason for the increase in COD readings. The levels of COD and BOD in the river water are affected by the disposal of solid and liquid waste (Rather and Dar, 2020;Ruhela et al, 2020;Ahamad et al, 2023). According to Simeon et al (2019), the COD of Silver River ranged from 46.5 to 54.3.…”
The current study aimed to assess the health of the Malin River situated in Najibabad city, India by analyzing several physicochemical parameters. The main objective was to evaluate the impact of industrial and domestic wastewater on the river's health. The study was conducted over six months, from January to June 2023, at four different locations along the river. To calculate the water quality index (WQI), the data was further processed, and Pearson correlation was utilized. Except for site 1, most of the analyzed physicochemical parameters exceeded the Bureau of Indian Standards (BIS) limit, as indicated by the results. The utilization of river Malin water for irrigation, laundry, and vegetable cleaning may pose a health hazard to the public due to high contamination levels at the points where industrial (site 2) and domestic (site 3) effluents continuously mix with the river water. The water quality at all locations is deemed unsuitable for consumption due to a WQI score greater than 100. There are strong positive correlations between total dissolved solids (TDS) and other studied parameters, except for dissolved oxygen (DO), chemical oxygen demand (COD), biochemical oxygen demand (BOD), and turbidity. This suggests the presence of inorganic pollutants concerning organic pollutants. Wastewater treatment facilities are necessary along river coasts to conserve river flora and fauna, as well as water quality, to safeguard human and river health.
“…Water clarity is measured by turbidity, which is caused by the presence of ions and salts in a suspended state. The amount of suspended solids present directly affects turbidity (Bhutiani et al, 2016;Ruhela et al, 2020;Bojago et al, 2023). Additionally, river water turbidity can result from weathering, runoff from unclean roadways and agricultural fields, and soil erosion (Gupta et al, 2017;Khan et al, 2021;Roy et al, 2021).…”
Section: Turbiditymentioning
confidence: 99%
“…This is the reason for the increase in COD readings. The levels of COD and BOD in the river water are affected by the disposal of solid and liquid waste (Rather and Dar, 2020;Ruhela et al, 2020;Ahamad et al, 2023). According to Simeon et al (2019), the COD of Silver River ranged from 46.5 to 54.3.…”
The current study aimed to assess the health of the Malin River situated in Najibabad city, India by analyzing several physicochemical parameters. The main objective was to evaluate the impact of industrial and domestic wastewater on the river's health. The study was conducted over six months, from January to June 2023, at four different locations along the river. To calculate the water quality index (WQI), the data was further processed, and Pearson correlation was utilized. Except for site 1, most of the analyzed physicochemical parameters exceeded the Bureau of Indian Standards (BIS) limit, as indicated by the results. The utilization of river Malin water for irrigation, laundry, and vegetable cleaning may pose a health hazard to the public due to high contamination levels at the points where industrial (site 2) and domestic (site 3) effluents continuously mix with the river water. The water quality at all locations is deemed unsuitable for consumption due to a WQI score greater than 100. There are strong positive correlations between total dissolved solids (TDS) and other studied parameters, except for dissolved oxygen (DO), chemical oxygen demand (COD), biochemical oxygen demand (BOD), and turbidity. This suggests the presence of inorganic pollutants concerning organic pollutants. Wastewater treatment facilities are necessary along river coasts to conserve river flora and fauna, as well as water quality, to safeguard human and river health.
“…The SBR is a fill-and-draw activated sludge system in which a single batch reactor can achieve equalization, aeration, and clarification processes, this method of biological treatment offers a powerful system, uncomplicated operation, and great adaptability in processes [5]. Despite the many advantages of this system, it still suffers from some problems, such as shock loads, the reactor's effectiveness was found to be relatively low in case of shock loading conditions [6,7] however, by providing appropriate levels of organic loading rates (OLRs), the biological wastewater treatment system is stimulated to maintain a diverse microbial community and promote efficient processes for converting nitrate and removing phosphorus [8].…”
Organic shock loads often hinder biological wastewater treatment systems from meeting discharge standards, as a result, these systems frequently fail to achieve the required level of treatment so, the potential impact of these loads was investigated using laboratory-scale sequencing batch reactors (SBRs). Short-term (4.5 h) exposure to 721.25 - 1515.36 mg COD/L shock loads reduced the removal ratios of COD by 3.48 % – 31.73 % compared with the control. A mathematical model was developed for COD decomposition and the results obtained from the model were approximately close to the experimental data, and the maximum difference between the experimental and the theoretical removal rates was 3.36 % at a shock organic load of 1019.20 mg COD/L. In addition, the reactor performance was evaluated under successive organic shock loads so, a constant influent COD value of 1249.5 mg/L was applied for eight successive batch cycles and the results indicated that the removal ratio gradually improved with successive loading. As well, to enhance treatment efficiency under organic shock loads the performance of the reactor was evaluated for different MLSS concentrations of 2000, 2600, 3200, 3900, 4200, 4600, 4825, and 5250 mg/L. Three different organic shock loads with COD concentrations of 1043.04, 1205.36, and 1560 mg/L. COD removal ratios of 96.23 %, 86.18 %, and 75.81 % were achieved for the first, second, and third shock loads respectively at a MLSS concentration of 4825 mg/L however, it dropped when MLSS concentration increased to 5250 mg/L.
“…SBR is operated with five consecutive stages, such as wastewater loading, treatment, sedimentation, decanting treated wastewater, and sludge discharge [6]. The biggest advantage of SBR is flexibility in operation, e.g., the aeration and settling times in the reactor could be changed simply [7].…”
This study aims to investigate, the effect of organic loading rates (OLRs), nutrient ratio addition, and sludge retention time (SRT) on treating dairy wastewater in a sequencing batch reactor (SBR) system. This investigation is verified by experiments conducted in 3 phases at 3 different OLRs (1.8, 1.2, and 0.9 kg/m3d, respectively). Urea ((NH2)2CO) is added to make a suitable (COD:N:P) ratio of (100:5:1) in dairy wastewater. The SRT is adjusted from 50 days to an appropriate value of 18 days. The obtained results show that the COD, TN, and TP removal efficiencies are increased with decreasing OLRs. Sludge concentration in the SBR tank is stable at 1100 mg/L after adding (NH2)2CO. In addition, the SBR operated at a suitable SRT (i.e. 18 days) helps the biomass stably, resulting in enhancement of COD, TN, and TP removal. The results are helpful to the design of SBR for treating dairy wastewater.
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