Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Common Effluent Treatment Plants Monitoring and Process Augmentation Options to Conform Non-potable Reuse

View through CrossRef
The stringency in effluent discharge and reuse standards has made it extremely expensive to discharge the effluents safely or reuse them. Therefore, existing wastewater treatment plants should be evaluated and improved or augmented. With this aim, five existing common effluent treatment plants (CETPs) in North India were evaluated, including: the State infrastructure Development Corporation Uttrakhand Limited (SIDCUL) Haridwar, which processes 4.5 Million Liters per day (MLD); the Industrial Model Township (IMT) Manesar Gurgaon, 55 MLD (comprising two streams of 25 and 30 MLD each); the Lawrence Road Industrial Area (LRIA), Delhi, 12MLD (12MLD LRIA); Mayapuri Industrial Area (MIA), Delhi, 12MLD; and the Integrated Industrial Estate (IIE) SIDCUL Pantnagar, 4.0 MLD. These plants were designed to produce treated effluent for non-potable reuse. Results showed that the integrated efficiency (IEa) of all CETPs was 10–20% larger than standard integrated efficiency (IEs), indicating the suitability of the technology, except for 12MLD at MIA CETP where the IEa was 20% lower than IEs, due to the absence of any biological unit in the process. Combined post-treatment of secondary effluent by coagulation, Ultrafiltration (UF), followed by ozonation for CETP SIDCUL Haridwar, was also conducted for its non-potable water reuse. This process was able to reduce Biochemical Oxygen Demand (BOD) by 77%, Chemical Oxygen Demand (COD) by 76%, turbidity by 96%, and Total Suspended Solids (TSS) by 100%. All these parameters confirmed the effluent standards for non-potable reuse. The color was reduced to 4.0 from 42.0 Pt-Co units by the exposure ozone concentration of 8.3 mg/L for up to 4.0 min on the treated water from SIDCUL CETP, which reduced the color by 90% and complied with reuse standards. Hence Combined post treatment by coagulation, UF followed Ozonation of secondary treated effluent could be a better option for the potable reuse of treated water in various domestic and industrial applications.
Title: Common Effluent Treatment Plants Monitoring and Process Augmentation Options to Conform Non-potable Reuse
Description:
The stringency in effluent discharge and reuse standards has made it extremely expensive to discharge the effluents safely or reuse them.
Therefore, existing wastewater treatment plants should be evaluated and improved or augmented.
With this aim, five existing common effluent treatment plants (CETPs) in North India were evaluated, including: the State infrastructure Development Corporation Uttrakhand Limited (SIDCUL) Haridwar, which processes 4.
5 Million Liters per day (MLD); the Industrial Model Township (IMT) Manesar Gurgaon, 55 MLD (comprising two streams of 25 and 30 MLD each); the Lawrence Road Industrial Area (LRIA), Delhi, 12MLD (12MLD LRIA); Mayapuri Industrial Area (MIA), Delhi, 12MLD; and the Integrated Industrial Estate (IIE) SIDCUL Pantnagar, 4.
0 MLD.
These plants were designed to produce treated effluent for non-potable reuse.
Results showed that the integrated efficiency (IEa) of all CETPs was 10–20% larger than standard integrated efficiency (IEs), indicating the suitability of the technology, except for 12MLD at MIA CETP where the IEa was 20% lower than IEs, due to the absence of any biological unit in the process.
Combined post-treatment of secondary effluent by coagulation, Ultrafiltration (UF), followed by ozonation for CETP SIDCUL Haridwar, was also conducted for its non-potable water reuse.
This process was able to reduce Biochemical Oxygen Demand (BOD) by 77%, Chemical Oxygen Demand (COD) by 76%, turbidity by 96%, and Total Suspended Solids (TSS) by 100%.
All these parameters confirmed the effluent standards for non-potable reuse.
The color was reduced to 4.
0 from 42.
0 Pt-Co units by the exposure ozone concentration of 8.
3 mg/L for up to 4.
0 min on the treated water from SIDCUL CETP, which reduced the color by 90% and complied with reuse standards.
Hence Combined post treatment by coagulation, UF followed Ozonation of secondary treated effluent could be a better option for the potable reuse of treated water in various domestic and industrial applications.

Related Results

Industrial effluent treatment: Theoretical and experimental analysis
Industrial effluent treatment: Theoretical and experimental analysis
Industries like textile and tannery are facing effluent disposal as well as water scarcity problems. To solve these two problems, an attempt has been made to convert the industrial...
The Effectiveness of Data Augmentation for Bone Suppression in Chest Radiograph using Convolutional Neural Network
The Effectiveness of Data Augmentation for Bone Suppression in Chest Radiograph using Convolutional Neural Network
Objective: Bone suppression of chest radiograph holds great promise to improve the localization accuracy in Image-Guided Radiation Therapy (IGRT). However, data scarcity has long b...
Clarity tubes as effective citizen science tools for monitoring wastewater treatment works and rivers
Clarity tubes as effective citizen science tools for monitoring wastewater treatment works and rivers
Abstract Improved freshwater resource management requires the implementation of widespread, effective, and timely water quality monitoring. Conventional monitoring m...
Reclamation and Reuse of Wastewater by Biological Aerated Filter Process
Reclamation and Reuse of Wastewater by Biological Aerated Filter Process
The Biological Aerated Filter process (BAF process) is ideal for reclamation and reuse of wastewater. It features excellent removal of organic matter and SS. Moreover, it features ...
Effluent Water Reuse Possibilities in Northern Cyprus
Effluent Water Reuse Possibilities in Northern Cyprus
Northern Cyprus (NC) is suffering from limited water resources and reiterated drought condition experiences due to global warming effects. Previous studies revealed that the water ...
NDMA formation potential removal in treated effluent by UV/H2O2 process
NDMA formation potential removal in treated effluent by UV/H2O2 process
NDMA formation from treated wastewater is one of the concerns in water reuse. This study focused on NDMA formation potential (NDMAFP) removal in wastewater treated effluent by UV/H...
Intelligent Effluent Management: AI-Based Soft Sensors for Organic and Nutrient Quality Monitoring
Intelligent Effluent Management: AI-Based Soft Sensors for Organic and Nutrient Quality Monitoring
Modular wastewater treatment units in large residential complexes in India’s crowded cities often lack stringent monitoring due to cost constraints and limited technical manpower. ...
Text Data Augmentation for Deep Learning
Text Data Augmentation for Deep Learning
Abstract Natural Language Processing (NLP) is one of the most captivating applications of Deep Learning. In this survey, we consider how the Data Augmentation training stra...

Back to Top