Relevant bibliographies by topics / Common effluent treatment plant

Academic literature on the topic 'Common effluent treatment plant'

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Published: 6 September 2023
Last updated: 7 September 2023

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Journal articles on the topic "Common effluent treatment plant"

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Ramteke, Pramod W., S. Awasthi, T. Srinath, and Babu Joseph. "Efficiency assessment of Common Effluent Treatment Plant (CETP) treating tannery effluents." Environmental Monitoring and Assessment 169, no. 1-4 (September 3, 2009): 125–31. http://dx.doi.org/10.1007/s10661-009-1156-6.

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Tyagi, V. K., A. K. Chopra, N. C. Durgapal, and A. A. Kazmi. "Bioassay evaluation of toxicity reduction in common effluent treatment plant." Journal of Applied and Natural Science 1, no. 1 (June 1, 2009): 8–12. http://dx.doi.org/10.31018/jans.v1i1.23.

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This paper investigates the utility and validity of bioassay toxicity testing using Daphnia magna straus as test organism for monitoring the common effluent treatment plant (CETP) receiving both industrial as well as domestic effluent. The average daphnia toxicity (Gd) at inlet, after primary settling tank (PST), secondary settling tank (SST) and tertiary treatment unit were reported as Gd-16, Gd-12, Gd-4 and Gd-1 respectively. However, a cumulative percentage removal in toxicity after PST, SST and tertiary treatment units was observed as 25%, 75% and 100%, respectively, during entire study period. It showed that a complete removal in daphnia toxicity (Gd) i.e.100% had been achieved only after tertiary treatment unit involving Dual Media Filters followed by activated carbon filters. Further attempts have been made to establish the relationship between key wastewater constituents i.e. Chemical Oxygen Demand (COD) and Suspended Solids (SS) with respects to daphnia toxicity (Gd). It was observed that COD and SS show a statistically significant correlation (r2) with daphnia toxicity (Gd) i.e. 0.89 and 0.81, respectively. Thus COD and SS can serve as a regulatory tool in lieu of an explicit toxicity standard (to check and improve the operational status of wastewatertreatment plants in time).
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Mathur, Nupur, Pradeep Bhatnagar, Krishna Mohan, Prakash Bakre, Pankaj Nagar, and Mahendra Bijarnia. "Mutagenicity evaluation of industrial sludge from common effluent treatment plant." Chemosphere 67, no. 6 (April 2007): 1229–35. http://dx.doi.org/10.1016/j.chemosphere.2006.10.073.

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Padalkar, Ashwini V., and Rakesh Kumar. "Common effluent treatment plant (CETP): Reliability analysis and performance evaluation." Water Science and Engineering 11, no. 3 (July 2018): 205–13. http://dx.doi.org/10.1016/j.wse.2018.10.002.

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., Ketan A. Salunke. "PERFORMANCE STATUS OF COMMON EFFLUENT TREATMENT PLANT AT DOMBIVALI CETP." International Journal of Research in Engineering and Technology 03, no. 21 (June 25, 2014): 48–52. http://dx.doi.org/10.15623/ijret.2014.0321012.

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Raj, Abhay, Sharad Kumar, Izharul Haq, and Mahadeo Kumar. "Detection of Tannery Effluents Induced DNA Damage in Mung Bean by Use of Random Amplified Polymorphic DNA Markers." ISRN Biotechnology 2014 (March 11, 2014): 1–8. http://dx.doi.org/10.1155/2014/727623.

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Common effluent treatment plant (CETP) is employed for treatment of tannery effluent. However, the performance of CETP for reducing the genotoxic substances from the raw effluent is not known. In this study, phytotoxic and genotoxic effects of tannery effluents were investigated in mung bean (Vigna radiata (L.) Wilczek). For this purpose, untreated and treated tannery effluents were collected from CETP Unnao (UP), India. Seeds of mung bean were grown in soil irrigated with various concentrations of tannery effluents (0, 25, 50, 75, and 100%) for 15 days. Inhibition of seed germination was 90% by 25% untreated effluent and 75% treated effluent, compared to the control. Plant growth was inhibited by 51% and 41% when irrigated with untreated and treated effluents at 25% concentration. RAPD technique was used to evaluate the genotoxic effect of tannery effluents (untreated and treated) irrigation on the mung bean. The RAPD profiles obtained showed that both untreated and treated were having genotoxic effects on mung bean plants. This was discernible with appearance/disappearance of bands in the treatments compared with control plants. A total of 87 RAPD bands were obtained using eight primers and 42 (48%) of these showed polymorphism. Irrigating plants with untreated effluent caused 12 new bands to appear and 18 to disappear. Treated effluent caused 8 new bands and the loss of 15 bands. The genetic distances shown on the dendrogram revealed that control plants and those irrigated with treated effluent were clustered in one group (joined at distance of 0.28), whereas those irrigated with untreated effluent were separated in another cluster at larger distance (joined at distance of 0.42). This indicates that treated effluent is less genotoxic than the untreated. Nei’s genetic similarity indices calculated between the treatments and the control plants showed that the control and the plants irrigated with treated tannery effluent had a similarity index of 0.75, the control and plants irrigated with untreated 0.65, and between the treatments 0.68. We conclude that both untreated and treated effluents contain genotoxic substances that caused DNA damage to mung beans. CETP Unnao removes some, but not all, genotoxic substances from tannery effluent. Consequently, use of both untreated and treated wastewater for irrigation poses health hazard to human and the environment.
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Zerva, Ioanna, Nikolaos Remmas, Ifigeneia Kagalou, Paraschos Melidis, Marina Ariantsi, Georgios Sylaios, and Spyridon Ntougias. "Effect of Chlorination on Microbiological Quality of Effluent of a Full-Scale Wastewater Treatment Plant." Life 11, no. 1 (January 19, 2021): 68. http://dx.doi.org/10.3390/life11010068.

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The evaluation of effluent wastewater quality mainly relies on the assessment of conventional bacterial indicators, such as fecal coliforms and enterococci; however, little is known about opportunistic pathogens, which can resist chlorination and may be transmitted in aquatic environments. In contrast to conventional microbiological methods, high-throughput molecular techniques can provide an accurate evaluation of effluent quality, although a limited number of studies have been performed in this direction. In this work, high-throughput amplicon sequencing was employed to assess the effectiveness of chlorination as a disinfection method for secondary effluents. Common inhabitants of the intestinal tract, such as Bacteroides, Arcobacter and Clostridium, and activated sludge denitrifiers capable of forming biofilms, such as Acidovorax, Pseudomonas and Thauera, were identified in the chlorinated effluent. Chloroflexi with dechlorination capability and the bacteria involved in enhanced biological phosphorus removal, i.e., Candidatus Accumulibacter and Candidatus Competibacter, were also found to resist chlorination. No detection of Escherichia indicates the lack of fecal coliform contamination. Mycobacterium spp. were absent in the chlorinated effluent, whereas toxin-producing cyanobacteria of the genera Anabaena and Microcystis were identified in low abundances. Chlorination significantly affected the filamentous bacteria Nocardioides and Gordonia, whereas Zoogloea proliferated in the disinfected effluent. Moreover, perchlorate/chlorate- and organochlorine-reducing bacteria resisted chlorination.
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Padalkar, Ashwini V., and Rakesh Kumar. "Removal mechanisms of volatile organic compounds (VOCs) from effluent of common effluent treatment plant (CETP)." Chemosphere 199 (May 2018): 569–84. http://dx.doi.org/10.1016/j.chemosphere.2018.01.059.

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Kapley, Atya, Thierry De Baere, and Hemant J. Purohit. "Eubacterial diversity of activated biomass from a common effluent treatment plant." Research in Microbiology 158, no. 6 (July 2007): 494–500. http://dx.doi.org/10.1016/j.resmic.2007.04.004.

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Valkovszki, Noémi Júlia, Mihály Jancsó, Árpád Székely, Tímea Szalóki, Ildikó Kolozsvári, and Ágnes Kun. "Influence of agricultural effluent irrigation on common purslane (Portulaca oleracea L.) and garden basil (Ocimum basilicum L.): preliminary results." Columella : Journal of Agricultural and Environmental Sciences 9, no. 2 (December 30, 2022): 71–81. http://dx.doi.org/10.18380/szie.colum.2022.9.2.71.

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The agricultural costs can be reduced with waste water application. The effect of water quality was tested on several parameters of purslane and basil. Four treatments were applied (Irr0: non-irrigated control; Irr1: effluent water from an intensive African catfish farm; Irr2: diluted effluent water with gypsum; Irr3: Körös-oxbow lake water as irrigated control). Completely random sampling was used, ten plants were measured per treatment. For basil the benefical effects of Irr3 irrigation were detected; there were significant differences among the treatments. The highest values of the parameters were in Irr3: plant height (47.96 cm), root length (23.22 cm), biomass (164 g plant-1, fresh floral shoot tip (85.56 g plant-1), fresh stem (78.44 g plant-1) and fresh root weight (9.38 g plant-1). At basil very strong positive correlation was evinced between the biomass, and fresh root weight (p=0.01; Pearson’s r=0.87). The significantly more yield was achieved by irrigation on basil. Irrigation with undiluted effluent water (Irr1: biomass: 124.50 g/plant) is similarly effective to increase yield, as in Irr3.
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Dissertations / Theses on the topic "Common effluent treatment plant"

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Schrader, Guillo Alexander. "Direct nanofiltration of wastewater treatment plant effluent." Enschede : University of Twente [Host], 2006. http://doc.utwente.nl/55981.

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Russo, Stephen Leonard. "Anaerobic treatment of a paper plant effluent." Master's thesis, University of Cape Town, 1987. http://hdl.handle.net/11427/21988.

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The objective of this study was to investigate the anaerobic biological treatment of an organic-bearing wastewater from a particular paper manufacturing process at laboratory scale. The process produces paper by re-pulping waste paper. Effluent from the process has a Chemical Oxygen Demand (COD) concentration of approximately 4500 mg/l with a sulphate content of approximately 300 mg SO₄²⁻/l. The upflow anaerobic sludge bed (UASB) reactor was selected for the study. Important information derived from the laboratory treatability study was: (l) the extent of COD removal possible; (2) the effluent quality; (3) the maximum COD leading rate (kgCOD/m³ reactor/day) which can be achieved while maintaining reasonable COD removal, and the influence on loading rate of temperature: (4) the nature of the sludge produced in the reactor with particular reference to the extent of pelletisation: and (5) the effect of reactor effluent recycling on alkalinity requirements.
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Brown, Jonathan Jed 1964. "Halophytes for the treatment of saline aquaculture effluent." Diss., The University of Arizona, 1998. http://hdl.handle.net/10150/282715.

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The discharge of untreated aquaculture effluent can pollute receiving water bodies. I tested the feasibility of using salt-tolerant plants (halophytes) with potential as forage and oilseed crops, as biofilters to treat saline aquaculture effluent. Plants were grown in draining lysimeters in greenhouses and irrigated with effluent salinized with NaCl. Irrigation water came from a recirculating tilapia culture system. I measured yield potential, water use and capacity for nitrogen and phosphorus uptake. In Experiment 1, Suaeda esteroa, Salicornia bigelovii and Atriplex barclayana (Chenopodiaceae) were grown in sand in 0.02 m³ lysimeters. Plants were irrigated with effluent of 0.5 ppt, 10 ppt and 35 ppt salinity, to meet evapotranspiration demand and to allow 30% of the applied water to leach past the plant root zone. Despite the high leaching fraction and short residence time of water in the pots, the plant-soil system removed 98% and 94% of the applied total and inorganic nitrogen, respectively, and 99% and 97% of the applied total and soluble reactive phosphorus respectively. For all species, salt inhibited (P ≤ 0.05) the growth rate, nutrient removal, and volume of water the plants could process. The salt marsh species S. esteroa and S. bigelovii performed better than the desert saltbush, A. barclayana, at 35 ppt. In Experiment 2, Suaeda esteroa, was grown in lysimeters containing approximately 0.8 m³ sandy loam soil and irrigated three times per week with 31 ppt NaCl effluent. I used five irrigation treatments, ranging in volume from 50 to 250% of the potential evaporation rate. Plant biomass and water consumption increased significantly (P ≤ 0.05) with increasing irrigation volume. Nitrate concentrations in water draining from the lysimeters decreased during the experiment, and were significantly lower in the high-volume treatments than in the low-volume treatments. Phosphorus concentrations in the leachate water increased during the experiment as a function of increasing irrigation volume. Irrigating halophyte crops with aquaculture wastewater of seawater-salinity may be a viable strategy for disposal of effluent.
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Jiwani, Ashifa. "Influence of plant operating conditions on the dewaterability of surplus activated sludge." Thesis, Imperial College London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.243950.

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Ziajahromi, Shima. "Identification and quantification of microplastics in wastewater treatment plant effluent: Investigation of the fate and biological effects." Thesis, Griffith University, 2018. http://hdl.handle.net/10072/378550.

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Microplastics (i.e., plastics particles < 5mm) are widespread emerging contaminants that have been detected in various aquatic environments worldwide including freshwater and marine ecosystems. Contamination of the environment with microplastics has become an environmental issue due to the potential of plastics to remain for thousands of years and to accumulate in the aquatic environment. The abundance of microplastics in the aquatic environment is assumed to increase due to continuous fragmentation of macro and microplastic debris, which can lead to a decrease in the average size ranges of microplastics over time (Cole et al., 2011). Moreover, concerns have been raised regarding the potential of microplastics to physically (e.g., blockage of digestive tract) and chemically (e.g., leaching of sorbed chemicals and toxic additives) harm aquatic organisms. Microplastics can enter the aquatic environment from both aquatic-based and landbased sources. Recently, wastewater treatment plants (WWTP) have been identified as one of the important land-based sources of microplastics. While microplastics have been reported in WWTP effluent in Asia, Europe, USA and Russia, little is known about the presence of microplastics in Australian WWTP effluent. More importantly, the lack of standardized techniques to sample and characterize microplastics in environmental samples, especially in complex samples such as wastewater, has led to inaccurate estimations of microplastic concentrations. In response to the current knowledge gaps, a novel validated high-volume sampling device was developed for in situ fractionation of microplastics from wastewater effluent as part of this project. The developed method was applied to three Australian WWTPs utilizing primary, secondary and tertiary treatments to provide a snapshot of the fate and removal of microplastics during various wastewater treatment processes. To achieve an accurate estimation of microplastics, the sampling technique was combined with an efficient sample processing method. Microplastic polymer type, shape and potential origin were further determined using microscopy analysis and Fourier Transform Infrared (FTIR) spectroscopy. The efficiency of the sampling device was found to be between 92 to 99% for 500 and 25 μm mesh screens. The results showed that the concentrations of microplastics were 1.5, 0.6 and 0.2 microplastics per liter of effluent in primary, secondary and tertiary effluent, respectively. It was also found that the majority of detected microplastics in the studied WWTPs were polyethylene terephthalate (PET) fibers, which is assumed to originate from synthetic clothing. Polyethylene (PE) beads and fragments, which may be associated with cosmetic products, were the second most frequently detected type of microplastic. Despite a thorough sample processing method, FTIR spectroscopy revealed that between 22 to 90% of the suspected microplastic particles were in fact non-plastic particles. This study suggests that WWTPs can act as a significant source of microplastics to the aquatic environment given the large volume of wastewater discharged to the aquatic environment. To date, the effects of microplastics on aquatic organisms have mostly been examined using high and often unrealistic concentrations of microplastics (e.g., milligram per liter range). Moreover, while the presence of different types of microplastics together in aquatic ecosystems has been widely reported, the potential effects of microplastics when they occur as mixtures are largely unknown. To cover these knowledge gaps, the potential adverse effects of wastewater-based microplastics (such as fibers and beads) at lower concentrations on the freshwater organism Ceriodaphnia dubia were evaluated. The acute (48 h) and chronic (192 h) effects of PET fibers and PE bead microplastics on C. dubia were assessed alone and as a binary mixture. The results showed a dose-dependent trend on survival, with C. dubia more sensitive to PET fibers than PE microplastics. The 48 h EC50 value of fibers was 1.5 mg/L compared to 2.2 mg/L for PE beads. The binary mixture of microplastic beads and fibers demonstrated less than additive effects. EC50 values for the chronic bioassay were 429 μg/L for fibers and 958 μg/L for PE microplastics. A positive trend of decreasing growth (body size of adults) and reproduction rate (number of neonates) with increasing microplastic concentration was observed for both PE and fiber microplastics during the chronic bioassays. Using scanning electron microscopy (SEM) we observed deformities, such as carapace and antenna deformation, in C. dubia exposed to fibers at a high concentration, but not at the lower (environmentally relevant) concentrations. Given the likelihood that microplastics will eventually sink to the bottom sediment in the aquatic ecosystem the effects of microplastics were investigated on a freshwater sediment-dwelling organism (Chironomus tepperi) at environmentally relevant concentrations of PE microplastics (500 particles/kgsediment). Possible size-dependent effects of microplastics were also examined using four different size ranges of PE beads including 1-4, 10-27, 43-54 and 100-126 μm. The results revealed that exposure to an environmentally relevant concentration of microplastics had a detrimental impact on the survival, growth (i.e., body length and head capsule) and emergence of C. tepperi. The observed effects were strongly dependent on microplastic size with C. tepperi more sensitive to microplastics in the size range of 10-27 μm. No negative effects were observed on growth and survival of C. tepperi exposed to the larger microplastics (100-126 μm), though a significant decrease in the number of emerging adults was observed in the organisms exposed to the same size range of microplastics. Further, SEM showed a significant reduction in the size of the head capsule and antenna in C. tepperi exposed to microplastics in the size range of 10-27 μm. These results showed that environmentally relevant concentrations of microplastics in sediment can result in adverse effects on the development and emergence of C. tepperi, with effects strongly dependent on particle size. Finally, we evaluated the effects of PE microplastics on the acute toxicity of a pyrethroid insecticide (bifenthrin) to midge larvae (C. tepperi) in water. To test the single and combined effects of bifenthrin and PE microplastics, C. tepperi larvae were exposed to six concentrations of bifenthrin ranging from 0.1 to 3.2 μg/L in the presence and absence of microplastics. To examine the possible effects of bifenthrin and microplastics in synthetic and real water, the bioassays were performed in both moderately hard water (MHW) and river water. We performed an uptake study using three different size ranges of microplastics (10-27, 43-54, 100-126 μm) during 8-day microplastics-spiked water exposure. The results showed that microplastics in the size range of 10-27 μm were mostly ingested by C. tepperi larvae. Using this finding, 10-27 μm microplastics were selected for the bioassays. The results of the bioassays using MHW demonstrated a significant decrease in the toxicity of bifenthrin in the presence of microplastics. This is likely attributable to the tendency of bifenthrin to bind to the microplastics, which reduces the bioavailability of bifenthrin to midge larvae. However, in the bioassays conducted in river water with a total organic carbon (TOC) concentration of 9.6 mg/L, no significant difference was observed between the toxicity of bifenthrin to C. tepperi in the presence and absence of microplastics. This is likely due to the interaction between organic carbon and bifenthrin, which reduces the bioavailability of bifenthrin to C. tepperi larvae. This thesis highlights that microplastic fibers and beads are released to the aquatic environment from WWTPs, and that this can negatively affect survival, reproduction and the life cycle of aquatic organisms (both pelagic and benthic) through entanglement (fibers) and ingestion (beads). The effect of microplastics on chemical contaminants is complex, and microplastics may act both as carriers but also as “chelators” of chemicals in the water, thereby reducing their bioavailability.
Thesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Environment and Sc
Science, Environment, Engineering and Technology
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LaBrie, Holli, and Holli LaBrie. "The Potential Impacts of the Nogales International Wastewater Treatment Plant on the Santa Cruz River." Thesis, The University of Arizona, 2016. http://hdl.handle.net/10150/621145.

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The Nogales International Wastewater Treatment Plant releases treated wastewater from both Nogales, Arizona and Nogales, Sonora, Mexico into the Santa Cruz River. In recent years, the discharged effluent has contained high levels of cadmium and nickel, which exceed the plant's permit standards. Due to the industrial demographic of the region, outdated infrastructure, and differences in sampling schedules of multiple organizations, the treatment facility and the treated effluent is an important area of study. To understand how the treated effluent is affecting the river, data were compiled from existing water quality databases and flow reports from 2008 to 2015. To address how flow quantity has changed during drought periods, effluent flows were compared to historical flood data produced by the USGS. To evaluate water quality issues, water quality reports produced by the International Boundary and Water Commission were examined for past exceedances of constituents. According to flow volumes reported at the U.S.-Mexico border, the majority of the effluent was produced in Nogales, Sonora. Results showed that spikes in effluent flow corresponded with rainfall events. Results also show that rainfall influences the flow volumes from Nogales, Arizona, but there is little impact to flow volumes from Mexico. Although the quality of the effluent generally meets the permitted standards, exceedances did occur. The potential impact of such exceedances on stream water quality was evaluated using measured and simulated data. Although outreach to stakeholders across the border and updated infrastructure has improved the quality of water in the river, there are still many areas to improve upon, including sampling and monitoring schedules. To identify opportunities for improvement, further studies should examine the specific fate of each contaminant present in the effluent.
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Muhandiki, Victor Shiholo. "REMOVAL OF HYDROPHOBIC MICRO-ORGANIC POLLUTANTS FROM THE EFFLUENT OF MUNICIPAL WASTEWATER TREATMENT PLANT BY UPFLOW COALESCENCE FILTRATION." Kyoto University, 2001. http://hdl.handle.net/2433/150671.

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Kromrey, Natalie A., and University of Lethbridge Faculty of Arts and Science. "The effects of wastewater treatment plant effluent and agricultural runoff on the reproductive systems of fathead minnow, Pimephales promelas." Thesis, Lethbridge, Alta. : University of Lethbridge, Dept. of Biological Sciences, c2009, 2009. http://hdl.handle.net/10133/2519.

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Endocrine disrupting compounds and pesticides have been detected in rivers and irrigation canals of Southern Alberta, a semiarid region with irrigation-dependent crop production, intensive livestock operations, and a growing human population. However, little is known about the effects of agricultural runoff or wastewater treatment plant (WWTP) effluent in Southern Alberta on fish. Reproductive effects of WWTP effluents from the cities of Lethbridge and Medicine Hat, as well as agricultural runoff in the Lethbridge Northern Irrigation District canals, were investigated in a field study with wild fathead minnows (FHMN) in the Oldman and the South Saskatchewan rivers, in Alberta, Canada, and in a laboratory study with laboratory reared FHMN exposed in vivo to the city of Lethbridge WWTP effluent for 21 days. Biochemical and morphological endpoints were measured to characterize reproductive status. Liver vitellogenin, a biomarker of exposure to estrogen mimics, was analyzed using quantitative RT-PCR, and gonadal histology was used to determine sex, gonadal maturity, and intersex. Adverse reproductive effects were detected in FHMN exposed for 21 days to 10 and 25% of Lethbridge WWTP effluent. In the field, effluents from both Lethbridge and Medicine Hat had an effect on the reproductive systems of FHMN. In canals, reproductive effects were detected in wild fathead minnows in years when water quality in irrigation drain canals decreased. Exposure to pesticides was estimated using acetylcholinesterase (AChE) inhibition. Exposure to Lethbridge WWTP effluent did not inhibit AChE, whereas results from the field study were inconclusive. In conclusion, reproductive systems of fathead minnows in Southern Alberta were impacted by anthropogenic chemicals.
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Biswas, Subrata. "Design and Development of a Three Phase Semifluidized Bed Reactor for Wastewater Treatment with Reference to Steel Plant Effluent." Thesis, Curtin University, 2020. http://hdl.handle.net/20.500.11937/82127.

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The research work is focused on development of a novel semifluidized bed reactor which is combination of packed and fluidized bed system for treatment of wastewater treatment. A novel composite adsorbent was synthesized from biomass-based biochar and alginate biopolymer. The adsorbent used as the solid phase of the system. Various aqueous phase heavy metals and organic pollutants were treated in the system to ensure the suitability of the reactor for industrial application.
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Capps, Dustin. "A Modeling Analysis of Dissolved Carbon Dioxide Discharged from Howard F. Curren Advanced Wastewater Treatment Plant." Scholar Commons, 2011. http://scholarcommons.usf.edu/etd/3031.

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Currently, the US Environmental Protection Agency primarily regulates the discharge of dissolved nitrogen and phosphorous from wastewater treatment plants in the United States. A recent study has shown that the treated effluent of many plants contains concentrations of dissolved carbon dioxide well above the expected theoretical equilibrium concentration of 0.6 mg/L, indicating that carbon dioxide may have been overlooked as a possible pollutant in receiving waters. For this reason, it is necessary to examine the possible presence of a discharge plume containing high levels of dissolved CO2 downstream from the outfall of a major wastewater treatment plant in Tampa, Florida. To examine this possibility, discharge data at the Howard F. Curren Advanced Wastewater Treatment Plant was collected over a two-week period and fed into the UM3 submerged discharge model to simulate discharge conditions at peak ebb tide. In all, five separate runs of the model were performed and compared to examine plume rise, spreading rate, average dissolved CO2 concentration, and plume path. The model predicts that, for this scenario, the plume rises fairly rapidly and is also quickly diluted to near-ambient concentrations of dissolved carbon dioxide within a short distance of being discharged. While this would seem to indicate that the effects of Howard F. Curren on Tampa Bay, in terms of dissolved CO2, are negligible major limitations of the UM3 model make it difficult to say this with a great deal of certainty.
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Books on the topic "Common effluent treatment plant"

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India. Ministry of Environment and Forests. and National Environmental Engineering Research Institute., eds. Common effluent treatment plant: State-of-the-art. Nagpur, India: National Environmental Engineering Research Institute, 1992.

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Srinivas, C. TBP production plant effluent treatment process. Mumbai: Bhabha Atomic Research Centre, 2004.

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Gray, T. W. Effluent treatment plant for Britoil's Nigg Terminal. London: Institute of Petroleum, 1985.

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Hoyle-Dodson, Guy. City of Blaine wastewater treatment plant class II inspection. Olympia, Wash: Environmental Investigations and Laboratory Services Program, 1997.

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Hoyle-Dodson, Guy. City of Colville sewage treatment plant Class II inspection. Olympia, Wash: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1995.

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Shah, Maulin, and Aditi Banerjee, eds. Combined Application of Physico-Chemical & Microbiological Processes for Industrial Effluent Treatment Plant. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0497-6.

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Hoyle-Dodson, Guy. City of Marysville wastewater treatment plant class II inspection. Olympia, Wash: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1997.

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Hoyle-Dodson, Guy. Clark County Salmon Creek Wastewater Treatment Plant class II inspection. Olympia, Wash: Environmental Investigations and Laboratory Services Program, 1997.

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New York State Energy Research and Development Authority. Evaluation of ultraviolet (UV) radiation disinfection technologies for wastewater treatment plant effluent: Final report. Albany, N.Y: NYSERDA, 2004.

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Golding, Steven. METRO Renton wastewater treatment plant: Class II inspection, January 24-26, 1994. Olympia, WA: Washington State Dept. of Ecology, Environmental Investigations and Laboratory Services Program, 1995.

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Book chapters on the topic "Common effluent treatment plant"

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Rai, Ashita, and M. H. Fulekar. "Wastewater Treatment: Common Effluent Treatment Plant—Case Study." In Bioremediation Technology, 267–84. Boca Raton : CRC Press, [2020]: CRC Press, 2020. http://dx.doi.org/10.1201/9780429296031-14.

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Pardeshi, Rishab, Abhishek Satputale, and Shraddha Admane. "Comparative Study of Designing of Common Effluent Treatment Plant by STAADX PRO Software and by Manual Calculations." In Lecture Notes in Civil Engineering, 411–18. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6463-5_38.

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Subhawong, S. "Effluent Treatment at the Pasminco Clarksville Zinc Plant." In Lead-Zinc 2000, 865–78. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118805558.ch59.

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Liebminger, Lorenzo Antonio, Sriman Narayanan, and Josef Lahnsteiner. "Pengerang PETRONAS Refinery Effluent Treatment Plant, Case Study Malaysia." In Handbook of Water and Used Water Purification, 1–18. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-319-66382-1_175-1.

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Patel, Nital, Jayesh Ruparelia, and Jayesh Barve. "Soft Sensor for TSS in Effluent of Primary Clarifier of Industrial Effluent Treatment Plant." In Smart Technologies for Energy, Environment and Sustainable Development, 455–63. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6148-7_45.

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Patil, Uday Singh, S. P. Raut, and Mangesh V. Madurwar. "Development of Sustainable Brick Using Textile Effluent Treatment Plant Sludge." In Recent Trends in Construction Technology and Management, 185–99. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2145-2_15.

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Lim, Teik-Thye, and Pow-Seng Yap. "Treatment of RO Concentrate for Enhanced Water Recovery from Wastewater Treatment Plant Effluent." In The Handbook of Environmental Chemistry, 247–68. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/698_2014_320.

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Baghel, Swati, Biju Prava Sahariah, and J. Anandkumar. "Bioremediation of Lignin-Rich Pulp and Paper Industry Effluent." In Combined Application of Physico-Chemical & Microbiological Processes for Industrial Effluent Treatment Plant, 261–78. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0497-6_12.

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Lotz, P., B. R. Green, and C. A. Fleming. "Ion Exchange in the Treatment of Effluent from an Electrolytic Manganese Plant." In Recent Developments in Ion Exchange, 205–12. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3449-8_20.

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Jain, Shubham K., Ashwani Kumar, Sudhir Kumar, Amit Kumar, and Aditya Choudhary. "Data-Driven Prediction of Effluent BOD5 from an Institutional Wastewater Treatment Plant." In Advances in Data-driven Computing and Intelligent Systems, 217–24. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-0981-0_17.

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Conference papers on the topic "Common effluent treatment plant"

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Selvam, Shanthi P., and V. M. Topkar. "Stagewise performance evaluation of common effluent treatment plant at Koparkairane, Navi Mumbai." In PROCEEDINGS OF THE 35TH INTERNATIONAL CONFERENCE OF THE POLYMER PROCESSING SOCIETY (PPS-35). AIP Publishing, 2020. http://dx.doi.org/10.1063/1.5141556.

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Rajamani, Sengoda Gounder, and Arnold Mulder. "Ecological Friendly Production Process and Waste Treatment for Circular Economy in Leather Tanning Industries." In The 9th International Conference on Advanced Materials and Systems. INCDTP - Leather and Footwear Research Institute (ICPI), Bucharest, Romania, 2022. http://dx.doi.org/10.24264/icams-2022.iv.11.

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Ecological friendly processes with recovery of salt, chemicals and water for reuse in the tanning process as well as from liquid and solid waste are necessary for the promotion of circular economy.Recent developments in cleaner production and treatment process by reducing volume of effluent and pollution discharges, recovery of quality salt in the segregated streams such as saline soak liquor, spent chrome liquor and adoption of advanced aerobic oxidation process in the treatment system resulted in the recovery of purified salt, quality chromium and water for reuse. The achievements of innovative cleaner production and effluent treatment for promotion of circular economy are: Reduction in water usage in soaking process from 6000-8000 liters to less than 3000 liters/ ton of hides, Separate treatment of saline streams and recovery of quality salt, chromium in the form of cake / powder and Replacement of physiochemical treatment into biological treatment reduction in chemical usage and sludge generation by more than 60%. Viable cleaner production and sustainable treatment technologies had been engineered and are being implemented in many major leather clusters and Common Effluent Treatment Plants.
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Ferguson, Rachael, Brian Milne, Oliver Bradshaw, Simon Hare, and Cathy Fuchs. "Shetland Gas Plant - Effluent Water Treatment." In SPE Offshore Europe Conference & Exhibition. Society of Petroleum Engineers, 2017. http://dx.doi.org/10.2118/186140-ms.

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Barber, Steven T., Josh M. Dranoff, and Thomas A. Trabold. "Initial Assessment of Microbial Fuel Cells for the Treatment of Tofu Processing Waste." In ASME 2015 9th International Conference on Energy Sustainability collocated with the ASME 2015 Power Conference, the ASME 2015 13th International Conference on Fuel Cell Science, Engineering and Technology, and the ASME 2015 Nuclear Forum. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/es2015-49558.

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Due to ever increasing industrial organic material wastewater regulations, there is growing interest in the food production industry for technologies to mitigate soluble waste discharges. Currently, food manufacturers in NYS with wastewaters that have high concentrations of soluble organic material, indicated by its chemical oxygen demand (COD), are charged substantial premiums by publicly owned treatment works (POTWs) to dispose of their high COD wastewaters. As a result, these producers are keen on pursuing more economical and sustainable alternatives. One novel option is a microbial fuel cell (MFC), a recently developed type of bioreactor that greatly reduces soluble COD by harnessing the electrochemical potential found in the chemical bonds of these organic materials through redox reactions under anaerobic conditions facilitated by exoelectrogenic microorganisms. MFC technology treating homogeneous substrates such as acetate at the laboratory scale has advanced to the point where COD removal efficiencies of over 90% are commonly achieved; however, efficiencies at treating less uniform, high COD level industrial scale food manufacturing wastewaters have only been investigated in a handful of studies. Since most real world wastewaters are non-uniform, MFC performance characterization of treating these actual discharges is crucial in determining their efficacy and cost effectiveness in large scale applications. To help fill this gap, this paper gives a relative efficacy comparison of five identical 3 L bench scale single chamber and three dual chamber MFC configurations (SCMFCs and DCMFCs, respectively) to a simulated POTW aeration process treating high COD whey effluent from a tofu manufacturing plant. Standard parametric EPA water quality tests of COD reduction were performed to assess the extent of the MFCs and POTW simulant effectiveness. COD levels in the MFC’s were reduced between 72% and 92%, while the POTW aeration process reduced levels 98%. This corroborates previously published studies showing that POTW systems are effective in reducing COD, but also that MFCs could be a more sustainable option due to their unique ability to directly produce, rather than consume, electric current. While these findings are promising, more studies are required to accurately determine the relative proportion of bioelectrochemical and methanogenic processes in the actual lowering of the COD levels.
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Wilbraham, R. J., C. Boxall, and R. J. Taylor. "Surface Decontamination by Photocatalysis." In ASME 2009 12th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2009. http://dx.doi.org/10.1115/icem2009-16068.

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Currently in the nuclear industry, surface contamination in the form of radioactive metal or metal oxide deposits is most commonly removed by chemical decontamination, electrochemical decontamination or physical attrition. Physical attrition techniques are generally used on structural materials (concrete, plaster), with (electro)chemical methods being used to decontaminate metallic or painted surfaces. The most common types of (electro)chemical decontamination are the use of simple mineral acids such as nitric acid or cerium (IV) oxidation (MEDOC). Use of both of these reagents frequently results in the dissolution of a layer of the substrate surface increasing the percentage of secondary waste which leads to burdens on downstream effluent treatment and waste management plants. In this context, both mineral acids and MEDOC can be indiscriminate in the surfaces attacked during deployment, e.g. attacking in transit through a pipe system to the site of contamination resulting in both diminished effect of the decontaminating reagent upon arrival at its target site and an increased secondary waste management requirement. This provides two main requirements for a more ideal decontamination reagent: Improved area specificity and a dissolution power equal to or greater than the previously mentioned current decontaminants. Photochemically promoted processes may provide such a decontamination technique. Photochemical reduction of metal ion valence states to aid in heavy metal deposition has already been extensively studied [1], with reductive manipulation also being achieved with uranium and plutonium simulants (Ce) [2]. Importantly photooxidation of a variety of metals, including neptunium [3], has also been achieved. Here we report on the potential application of this technology to metal dissolution.
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Kadakolmath, Sujnani, R. Saravanakumar, P. Parthiban, and M. J. Anju. "Analysis of treatment plant for dyeing industry effluent." In INTERNATIONAL CONFERENCE ON ENERGY AND ENVIRONMENT (ICEE 2021). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0066306.

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Vignesh, R. Jagan, K. P. Kamini, B. Chinthamani, and M. Senthilarasan. "Automation of effluent treatment plant in petroleum refinery." In 2015 IEEE Technological Innovation in ICT for Agriculture and Rural Development (TIAR). IEEE, 2015. http://dx.doi.org/10.1109/tiar.2015.7358553.

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Wang, Ying, Yijun Shen, Jiong Liu, Xian Zhou, Xiang Wu, and Bo Chen. "RFE-LSTM-Based Effluent Quality Prediction Method for Wastewater Treatment Plant." In 2022 IEEE 31st International Symposium on Industrial Electronics (ISIE). IEEE, 2022. http://dx.doi.org/10.1109/isie51582.2022.9831523.

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Kumar, R. Prasanna, and V. Ajantha Devi. "Real time monitoring and controlling of Marine Sewage Treatment Plant Effluent." In OCEANS 2022 - Chennai. IEEE, 2022. http://dx.doi.org/10.1109/oceanschennai45887.2022.9775422.

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Gulmohamed, Mugaishudeen, Sivaram Kumaraswamy, Yogeswaran Dharmalingam, and Pahalavan Gopalakrishnan. "Feasibility studies on the treatment and reusability of RO brine generated in textile effluent treatment plant." In 3RD NATIONAL CONFERENCE ON CURRENT AND EMERGING PROCESS TECHNOLOGIES – CONCEPT 2020. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0011041.

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Reports on the topic "Common effluent treatment plant"

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MacDonald, James D., Aharon Abeliovich, Manuel C. Lagunas-Solar, David Faiman, and John Kabshima. Treatment of Irrigation Effluent Water to Reduce Nitrogenous Contaminants and Plant Pathogens. United States Department of Agriculture, July 1993. http://dx.doi.org/10.32747/1993.7568092.bard.

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The contamination of surface and subterranean drinking water supplies with nitrogen-laden agricultural wastewater is a problem of increasing concern in the U.S. and Israel. Through this research, we found that bacteria could utilize common organic wastes (e.g. paper, straw, cotton) as carbon sources under anaerobic conditions, and reduce nitrate concentrations in wastewater to safe levels. Two species of bacteria, Cellulomonas uda and a Comamonas sp., were required for dentitrification. Celulomonas uda degraded cellulose and reduced nitrate to nitrite. In addition, it excreted soluble organic carbon needed as a food source by the Comamonas sp. for completion of denitrification. We also found that recirculated irrigation water contains substantial amounts of fungal inoculum, and that irrigating healthy plants with such water leads to significant levels of root infection. Water can be disinfected with UV, but our experiments showed that Hg-vapor lamps do not possess sufficient energy to kill spores in wastewater containing dissolved organics. Excimer lasers and Xenon flashlamps do possess the needed power levels, but only the laser had a high enough repetition rate to reliably treat large volumes of water. Ozone was highly efficacious, but it's use as a water treatment is probably best suited to moderate or low volume irrigation systems. This research provides critical data needed for the design of effective water denitrification and/or pathogen disinfection systems for different growing operations.
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LUECK, K. J. Waste Treatment Plant Liquid Effluent Treatability Evaluation. Office of Scientific and Technical Information (OSTI), June 2001. http://dx.doi.org/10.2172/807138.

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LUECK, K. J. WASTE TREATMENT PLANT (WTP) LIQUID EFFLUENT TREATABILITY EVALUATION. Office of Scientific and Technical Information (OSTI), October 2004. http://dx.doi.org/10.2172/834437.

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Flaherty, Julia, Ernest Antonio, Carolyn AM Burns, Richard Daniel, and Jennifer Yao. Hanford Waste Treatment Plant Effluent Management Facility Stack Effluent Monitoring Sampling Probe Location Qualification Evaluation. Office of Scientific and Technical Information (OSTI), April 2022. http://dx.doi.org/10.2172/1880068.

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Litaor, Iggy, James Ippolito, Iris Zohar, and Michael Massey. Phosphorus capture recycling and utilization for sustainable agriculture using Al/organic composite water treatment residuals. United States Department of Agriculture, January 2015. http://dx.doi.org/10.32747/2015.7600037.bard.

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Objectives: 1) develop a thorough understanding of the sorption mechanisms of Pi and Po onto the Al/O- WTR; 2) determine the breakthrough range of the composite Al/O-WTR during P capturing from agro- wastewaters; and 3) critically evaluate the performance of the composite Al/O-WTR as a fertilizer using selected plants grown in lysimeters and test-field studies. Instead of lysimeters we used pots (Israel) and one- liter cone-tainers (USA). We conducted one field study but in spite of major pretreatments the soils still exhibited high enough P from previous experiments so no differences between control and P additions were noticeable. Due to time constrains the field study was discontinued. Background: Phosphorous, a non-renewable resource, has been applied extensively in fields to increase crop yield, yet consequently has increased the potential of waterway eutrophication. Our proposal impetus is the need to develop an innovative method of P capturing, recycling and reuse that will sustain agricultural productivity while concurrently reducing the level of P discharge from and to agricultural settings. Major Conclusions & Achievements: An innovative approach was developed for P removal from soil leachate, dairy wastewater (Israel), and swine effluents (USA) using Al-based water treatment residuals (Al- WTR) to create an organic-Al-WTR composite (Al/O-WTR), potentially capable of serving as a P fertilizer source. The Al-WTR removed 95% inorganic-P, 80% to 99.9% organic P, and over 60% dissolved organic carbon from the agro-industrial waste streams. Organic C accumulation on particles surfaces possibly enhanced weak P bonding and facilitated P desorption. Analysis by scanning electron microscope (SEM- EDS), indicated that P was sparsely sorbed on both calcic and Al (hydr)oxide surfaces. Sorption of P onto WW-Al/O-WTR was reversible due to weak Ca-P and Al-P bonds induced by the slight alkaline nature and in the presence of organic moieties. Synchrotron-based microfocused X-ray fluorescence (micro-XRF) spectrometry, bulk P K-edge X-ray absorption near edge structure spectroscopy (XANES), and P K-edge micro-XANES spectroscopy indicated that adsorption was the primary P retention mechanism in the Al- WTR materials. However, distinct apatite- or octocalciumphosphatelike P grains were also observed. Synchrotron micro-XRF mapping further suggested that exposure of the aggregate exteriors to wastewater caused P to diffuse into the porous Al-WTR aggregates. Organic P species were not explicitly identified via P K-edge XANES despite high organic matter content, suggesting that organic P may have been predominantly associated with mineral surfaces. In screen houses experiments (Israel) we showed that the highest additions of Al/O-WTR (5 and 7 g kg⁻¹) produced the highest lettuce (Lactuca sativa L. var. longifolial) yield. Lettuce yield and P concentration were similar across treatments, indicating that Al/O- WTR can provide sufficient P to perform similarly to common fertilizers. A greenhouse study (USA) was utilized to compare increasing rates of swine wastewater derived Al/O-WTR and inorganic P fertilizer (both applied at 33.6, 67.3, and 134.5 kg P₂O₅ ha⁻¹) to supply plant-available P to spring wheat (TriticumaestivumL.) in either sandy loam or sandy clay loam soil. Spring wheat straw and grain P uptake were comparable across all treatments in the sandy loam, while Al/O-WTR application to the sandy clay loam reduced straw and grain P uptake. The Al/O-WTR did not affect soil organic P concentrations, but did increase phosphatase activity in both soils; this suggests that Al/O-WTR application stimulated microorganisms and enhance the extent to which microbial communities can mineralize Al/O-WTR-bound organic P. Implications: Overall, results suggest that creating a new P fertilizer from Al-WTR and agro-industrial waste sources may be a feasible alternative to mining inorganic P fertilizer sources, while protecting the environment from unnecessary waste disposal.
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Wempner, P. J., and J. K. Prazniak. Evaluation of iron in the steam plant wastewater treatment facility effluent. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/137444.

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Hastings, R. L. Idaho Chemical Processing Plant Liquid Effluent Treatment and Disposal Facility hot test report. Office of Scientific and Technical Information (OSTI), September 1993. http://dx.doi.org/10.2172/10136140.

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Flaherty, Julia, and Ernest Antonio. Hanford Waste Treatment Plant LAB Facility Stack Effluent Monitoring - Sampling Probe Location Qualification Evaluation. Office of Scientific and Technical Information (OSTI), July 2021. http://dx.doi.org/10.2172/1814642.

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Flaherty, Julia, and Ernest Antonio. Hanford Waste Treatment Plant LAB Facility Stack Effluent Monitoring - Sampling Probe Location Qualification Evaluation. Office of Scientific and Technical Information (OSTI), February 2022. http://dx.doi.org/10.2172/1872735.

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Siegfried, Matthew, Daniel McCabe, and Michael Stone. Evaluation of Ammonium and Iodine Decontamination Factors for Hanford's Waste Treatment and Immobilization Plant Feed in the Effluent Treatment Facility. Office of Scientific and Technical Information (OSTI), June 2021. http://dx.doi.org/10.2172/1804665.

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