Availability and performance optimization of physical processing unit in sewage treatment plant using genetic algorithm and particle swarm optimization

2021 ◽  
Author(s):  
Deepak Sinwar ◽  
Monika Saini ◽  
Dilbag Singh ◽  
Drishty Goyal ◽  
Ashish Kumar
Keyword(s):  
Genetic Algorithm ◽  
Particle Swarm Optimization ◽  
Performance Optimization ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Processing Unit ◽  
Swarm Optimization ◽  
Physical Processing ◽  
And Performance

scholarly journals Investigation of pipes and sprinklers scaling at the golf course turf irrigated by treated wastewater of Mzar plant in Agadir-Morocco

2020 ◽  
Vol 9 (6) ◽  
pp. 440-446 ◽  
Author(s):  
Said Mohareb ◽  
Abdallah Hadfi ◽  
Ilham Karmal ◽  
Said Ben-Aazza ◽  
M'barek Belattar ◽  
...  
Keyword(s):  
Calcium Carbonate ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Physicochemical Analysis ◽  
Treated Wastewater ◽  
Carbonate Apatite ◽  
X Ray Diffraction ◽  
X Ray ◽  
And Performance

In Agadir city, the reuse of treated wastewater for irrigation of green spaces has faced the problem of scaling of the pipes of these waters. This research paper aims at studying the phenomenon of scaling caused by the treated wastewater from the Mzar sewage treatment plant in the city of Agadir in south-west of Morocco. These waters are used in the irrigation of golf turf “Ocean”. The formation of solid deposits in the irrigation systems has decreased their lifetime, and consequently, a loss of load and performance is occurring. Thus, the sprinklers used in golf turf irrigation are plugged in the first weeks of the beginning of their operation. The wastewater used for the irrigation of the golf was analyzed at various points using physicochemical measurements: in the golf entry, at the tarpaulin and the exit of the sprinklers. The samples of treated wastewater and obtained scale were studied. The characterization of the scale samples formed in the passageways of the treated wastewaters has been performed by X-ray fluorescence spectrometry, X-ray diffraction, thermogravimetric analysis, differential thermal analysis and scanning electron microscopy. The results of the physicochemical analysis of the waters show that they are full of bicarbonates (653 mg/L), chloride (478 mg/L), nitrate (412 mg/L), sodium (425 mg/L) and in calcium (199 mg/L). Their pH is slightly alkaline. The analysis of the scale reveals that it is rich in calcium and phosphorus. It is formed of calcium carbonate (CaCO3), silica (SiO2), calcium silicate (Ca2SiO4), hydroxylapatite (Ca10P6O26H2), calcium carbonate-apatite(Ca10 (PO4) 6CO3) and silicate calcium and magnesium (Ca5MgSi3O12).

Improved Particle Swarm Optimization (PSO) for Performance Optimization of Electronic Filter Circuit Designs

2012 ◽  
Vol 229-231 ◽  
pp. 1643-1650
Author(s):  
Chong Woon Kien ◽  
Neoh Siew Chin
Keyword(s):  
Particle Swarm Optimization ◽  
Performance Optimization ◽  
Particle Swarm ◽  
Design Parameters ◽  
Pass Band ◽  
Swarm Optimization ◽  
Pass Filter ◽  
High Pass Filter ◽  
And Performance ◽  
High Pass

This article discusses and analyzes particle swarm optimization (PSO) approach in the design and performance optimization of a 4th-order Sallen Key high pass filter. Three types of particle swarm features are studied: basic PSO, PSO with regrouped particles (PSO-RP) and PSO with diversity embedded regrouped particles (PSO-DRP). PSO-RP and PSO-DRP are proposed to solve the stagnation problem of basic PSO. Based on the developed PSO approaches, LTspice is employed as the circuit simulator for the performance investigation of the designed filter. In this paper, 12 design parameters of the Sallen Key high pass filter are optimized to satisfy the required constraints and specifications on gain, cut-off frequency, and pass band ripples. Overall results show that PSO with diversity embedded regrouped particles improve the conventional search of basic PSO and has managed to achieve the design objectives.

The Study on Removal the PH3 in CO by Dephosphorization Bacteria

2013 ◽  
Vol 781-784 ◽  
pp. 861-868 ◽  
Author(s):  
Jing Deng ◽  
Liang Chen ◽  
Wen Wei
Keyword(s):  
Conversion Rate ◽  
Microbial Growth ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Fast Growth ◽  
Low Concentration ◽  
Domestication Process ◽  
And Performance ◽  
Growth And Reproduction

For finding microbes of degradation phosphine (PH3) in CO, a low concentration PH3 gas in CO was used to induce domestication the microorganism from anaerobic tank of sewage treatment plant. The influence of domestication process was researched in detail, and the microbial growth and performance of dephosphorization domesticated was inspected. The results shown that PH3 concentration, pH, and replaced water have a greatly influence for the process. A group dephosphorization bacterium which have a characteristic of fast growth and reproduction and degradation PH3 in CO to phosphate was acquired after domesticated the bacteria from anaerobic tank more than 11d. Appropriate conditions of dephosphorization bacteria to degradation PH3 are pH=4.5-5.5, 30°C. The phosphine conversion rate was 68.59% and 65.32% for 24h respectively to the concentration of 12 ppm or7ppm PH3 in CO and the 2/3 of products was phosphate primarily. But the aerobic tank bacteria cannot be domesticated.

Design and Implementation of Chemical Wastewater pH Control System

2014 ◽  
Vol 700 ◽  
pp. 447-450
Author(s):  
Yun Qian ◽  
Tao Wu ◽  
Meng Fan Zhang
Keyword(s):  
Organic Matter ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Processing Unit ◽  
Biochemical Treatment ◽  
Treatment Unit ◽  
Organic Degradation ◽  
Hydrolysis Acidification ◽  
Ph Range

pH parameter is one of the main factors influencing organic degradation in the sewage treatment, and the degradation of organic matter in biochemical treatment unit is the largest, the hydrolysis acidification processing unit is the second largest. When the water pH range of biochemical treatment unit is [6.8 7.2], organic degradation is in the largest degree. The pH range of neutralization unit must be based on a subsequent hydrolysis acidification treatment unit, in order to adjust the pH range dynamically. Finally we make wastewater treated by biochemical unit meet the pH standard, and make the organic matter degrade in the largest degree. We designed chemical wastewater pH intelligent control device based on MSP430F149 MCU. The application of this device shows that the method has high control accuracy, less drug consumption and has large organic matter degradation in the sewage treatment plant, etc.

scholarly journals Evaluation and Performance of Activated Sludge Hi-Kleen Treatment Plant (ASHTP): A Case Study

2021 ◽  
Vol 11 (2) ◽  
pp. 15-24
Author(s):  
Nur Diana Wakimin ◽  
Juferi Idris ◽  
Lydia Dundun Francis ◽  
Maureen Neging ◽  
Siti Rafiqah Muskil ◽  
...  
Keyword(s):  
Activated Sludge ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Oxygen Demand ◽  
Treated Effluent ◽  
Overall Performance ◽  
Removal Efficiencies ◽  
And Performance

Pollutants from sewage wastewater are major concerns due to their environmental effects. Thus, an effective sewage wastewater treatment plant is important to ensure discharged effluent is well treated before it can be released to rivers or water streams. This study aims to evaluate the performance of the Activated Sludge Hi-Kleen Treatment Plant (ASHTP) located at H Block (ASHTP at H Block) and L Block (ASHTP at L Block) in UiTM Sarawak Branch, Samarahan Campus, Sarawak, Malaysia. The evaluation was based on physicochemical and removal efficiency namely pH, temperature, turbidity, chemical oxygen demand (COD), and total suspended solids (TSS) from raw influent and treated effluent. The findings indicated that the overall performance of both ASHTP at H Block and L Block were satisfactory where treated effluent meets the standard discharge limits of Environmental Quality (Sewage) Regulations 2009 (Standard B). For ASHTP at H Block, the removal efficiencies of turbidity, COD, and TSS were found to be 86.00, 13.76, and 88.02% respectively, in which the pH, temperature, turbidity, COD, and TSS of the treated effluent were 7.30, 28.10°C, 10.40 NTU, 14.10 mg/L and 8.90 mg/L respectively. Meanwhile, for ASHTP at L Block, the removal efficiencies of turbidity, COD, and TSS were found to be 43.20, 41.90, and 51.61% respectively, in which the pH, temperature, turbidity, COD, and TSS in the treated effluent were 7.30, 27.90°C, 21.10 NTU, 58.10 mg/L and 18.00 mg/L respectively. Proper maintenance of sewage treatment plant is important to ensure its effectiveness as well as to prolong its lifespan.

The Structure and Performance of Sludge Activated Carbon with ZnCl2 as Activator

2013 ◽  
Vol 295-298 ◽  
pp. 434-437
Author(s):  
Wei Jiang ◽  
Lin Huan Zhang ◽  
Zhen Long Gong ◽  
Bo Yan ◽  
An Xi Jiang
Keyword(s):  
Activated Carbon ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Carbon Adsorbent ◽  
Raw Material ◽  
Municipal Sewage ◽  
Activation Temperature ◽  
Adsorption Performance ◽  
And Performance

In this paper we used the excess sludge of municipal sewage treatment plant as raw material, ZnCl2 as activator, and adopted the traditional activated carbon production process to prepare sludge activated carbon adsorbent. Then characterized the structure and determined the performance of sludge activated carbon adsorbent prepared at the activation temperature of 600°C, in a period of 90min, N2 as protecting gas, in a ratio of dry sludge and activator of 5:2. The results show that sludge activated carbon adsorbent with ZnCl2 as activator has the adsorption performance through the evidence of BET, SEM and XRD. The maximal iodine value of the adsorbent is more than 380 mg/g, and it has good adsorption performance for H2S. And there is good correlation between the structure and the performance of sludge activated carbon adsorbent.

The survey on odor emission characteristics in a sewage treatment plant by using passive samplers

2014 ◽  
Vol 13 (1) ◽  
pp. 20-27 ◽  
Author(s):  
Han-Soo Kim ◽  
◽  
Suk-Jun Lee ◽  
Yong-Jeong Lee ◽  
Sun-Tae Kim
Keyword(s):  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Passive Samplers ◽  
Emission Characteristics ◽  
Odor Emission
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