Comparison and Evaluation of Three Aquatic Plants for Determining the Efficiency of Nutrient Removal in Domestic Wastewater Treatment

2021 ◽  
pp. 111-112
Author(s):  
Zarela Garcia Trujillo
Keyword(s):  
Wastewater Treatment ◽  
Aquatic Plants ◽  
Nutrient Removal ◽  
Domestic Wastewater ◽  
Domestic Wastewater Treatment

Performance of pilot Hybrid Reed Bed constructed wetland with aeration system on nutrient removal for domestic wastewater treatment

2020 ◽  
Vol 19 ◽  
pp. 100891 ◽  
Author(s):  
Omar Hamed Jehawi ◽  
Siti Rozaimah Sheikh Abdullah ◽  
Setyo Budi Kurniawan ◽  
Nur ‘Izzati Ismail ◽  
Mushrifah Idris ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Constructed Wetland ◽  
Nutrient Removal ◽  
Domestic Wastewater ◽  
Aeration System ◽  
Domestic Wastewater Treatment ◽  
Reed Bed

Constructed Wetlands for Industrial Wastewater Treatment and Removal of Nutrients

2020 ◽  
pp. 559-587
Author(s):  
David de la Varga ◽  
Manuel Soto ◽  
Carlos Alberto Arias ◽  
Dion van Oirschot ◽  
Rene Kilian ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Constructed Wetlands ◽  
Nutrient Removal ◽  
Industrial Wastewater ◽  
Low Cost ◽  
Domestic Wastewater ◽  
Industrial Effluents ◽  
Industrial Wastewater Treatment ◽  
Sustainable Systems ◽  
Domestic Wastewater Treatment

Constructed Wetlands (CWs) are low-cost and sustainable systems for wastewater treatment. Traditionally they have been used for urban and domestic wastewater treatment, but in the last two decades, the applications for industrial wastewater treatment increased due to the evolution of the technology and the extended research on the field. Nowadays, CWs have been applied to the treatment of different kind of wastewaters as such as refinery and petrochemical industry effluents, food industry effluents including abattoir, dairy, meat, fruit and vegetables processing industries, distillery and winery effluents, pulp and paper, textile, tannery, aquaculture, steel and mixed industrial effluents. In this chapter, the authors present the main types of CWs, explain how they work and the expected performances, and describe the principal applications of CWs for industrial wastewater treatment with particular attention to suspended solids, organic matter and nutrient removal. A review of these applications as well as some case studies will be discussed.

Constructed Wetlands for Industrial Wastewater Treatment and Removal of Nutrients

2017 ◽  
pp. 202-230 ◽  
Author(s):  
David de la Varga ◽  
Manuel Soto ◽  
Carlos Alberto Arias ◽  
Dion van Oirschot ◽  
Rene Kilian ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Constructed Wetlands ◽  
Nutrient Removal ◽  
Industrial Wastewater ◽  
Low Cost ◽  
Domestic Wastewater ◽  
Industrial Effluents ◽  
Industrial Wastewater Treatment ◽  
Sustainable Systems ◽  
Domestic Wastewater Treatment

Constructed Wetlands (CWs) are low-cost and sustainable systems for wastewater treatment. Traditionally they have been used for urban and domestic wastewater treatment, but in the last two decades, the applications for industrial wastewater treatment increased due to the evolution of the technology and the extended research on the field. Nowadays, CWs have been applied to the treatment of different kind of wastewaters as such as refinery and petrochemical industry effluents, food industry effluents including abattoir, dairy, meat, fruit and vegetables processing industries, distillery and winery effluents, pulp and paper, textile, tannery, aquaculture, steel and mixed industrial effluents. In this chapter, the authors present the main types of CWs, explain how they work and the expected performances, and describe the principal applications of CWs for industrial wastewater treatment with particular attention to suspended solids, organic matter and nutrient removal. A review of these applications as well as some case studies will be discussed.

scholarly journals A pilot study on suspended activated sludge process augmented with immobilized biomass for simultaneous nitrification and denitrification

2015 ◽  
Vol 5 (2) ◽  
pp. 157-165 ◽  
Author(s):  
Haon-Yao Chen ◽  
Pui-Kwan Andy Hong ◽  
Ping-Yi Yang ◽  
Kok Kwang Ng ◽  
Sheng-Fu Yang ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Total Nitrogen ◽  
Nitrogen Removal ◽  
Nutrient Removal ◽  
Treatment Plant ◽  
Domestic Wastewater ◽  
Cellulose Triacetate ◽  
Domestic Wastewater Treatment ◽  
Total Nitrogen Removal ◽  
Nitrification And Denitrification

Concurrent nitrification and denitrification (CND) are natural phenomena in the soil environment that can be applied in wastewater treatment for enhanced total nitrogen removal. However, significant renovation is necessary for existing plants to equip them for nutrient removal. At a domestic wastewater treatment plant, we performed a pilot test by installing bioplates with entrapped biomass in a conventional aeration basin for CND, and investigated the effects of bioplate packing ratio (PR), hydraulic retention time (HRT), dissolved oxygen (DO) level, on/off aeration mode, and supplemental carbon and alkalinity on nitrogen removal. With the pilot aeration basin of 1.3 m3 loaded with mixed liquor suspended solids of 1,500–2,500 mg/L and bioplates at PR of 3.2% (3.2% basin volume) operated at HRT of 6 h and DO of 4–6 mg/L without supplemental carbon or alkalinity, nitrogen in the wastewater was removed to an effluent total nitrogen (TN) of 7.3 mg/L from an influent TN of 28 mg/L, achieving a specific TN removal of 25 g TN/m2/d. The bioplate, consisting of modular, robust cellulose triacetate structure carrying the biomass, shows promise in retrofitting conventional aeration basins for enhanced nutrient removal.

scholarly journals Kinetics of nutrient removal in an on-site domestic wastewater treatment facility

2018 ◽  
Vol 147 ◽  
pp. 04004 ◽  
Author(s):  
Va Vandith ◽  
Ahmad Soleh Setiyawan ◽  
Prayatni Soewondo ◽  
Pom Bophann ◽  
Hardjono
Keyword(s):  
Wastewater Treatment ◽  
Nutrient Removal ◽  
Domestic Wastewater ◽  
Second Order ◽  
Office Building ◽  
Treatment Facility ◽  
Initial Concentration ◽  
Domestic Wastewater Treatment ◽  
Kinetics Of ◽  
One Way Anova

Domestic wastewater from office building has not been maintained well especially in the areas where the sewerage system is unavailable. The aims of this research were to investigate the performance and kinetics of nutrient removal in an on-site domestic wastewater treatment facility which consists of anaerobic and aerobic systems for treating wastewater from office building. The experimental data obtained from the variations of COD:N:P ratio 250:28:2.5, 350:38:2.9, 450:47:3.3, and 600:60:3.7 with three different HRT 48h, 24h, and 12h. A One-way ANOVA was performed to investigate the effects of HRT and initial concentration of TN and TP on the performance of nutrient removal. In order to obtain the kinetic coefficients, First Order, Second Order and Stover-Kincannon Models were employed. The results showed that maximum TN and TP removal efficiency were 56% and 86%, respectively. The results of one-way ANOVA showed that HRT and initial concentration of TN and TP gave the significant effects on nutrient removal (p < 0.05). Second Order and Stover-Kincannon Models were found to be more appropriate models for prediction of TN removal in this facility. Controlling HRT and C: N: P ratio may keep good performance of nutrient removal in this facility.

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