scholarly journals Chemical Oxygen Demand and Ammonia Nitrogen Mycoremediation from Domestic Wastewater Effluent using Ganoderma lucidum in a Batch System.

2020 ◽  
Author(s):  
Silambarasi Mooralitharan ◽  
Zarimah Hanafiah ◽  
Teh Sabariah Abd Manan ◽  
Hassimi Hasan ◽  
Henritte Jensen ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Chemical Oxygen Demand ◽  
Ganoderma Lucidum ◽  
High Performance ◽  
Treatment Time ◽  
Regression Line ◽  
Oxygen Demand ◽  
Domestic Wastewater ◽  
Ammonia Nitrogen ◽  
Optimum Conditions

Abstract The fungi-based technology, wild-Serbian Ganoderma lucidum (WSGL) as myco-alternative to existing conventional microbial-based wastewater treatment is introduced in this study as a potential alternative treatment. The mycoremediation is highly persistent for its capability to oxidatively breakdown pollutant substrates and widely researched for its medicinal properties. Utilizing the non-hazardous properties and high degradation performance of WSGL, this research aims to find optimum conditions and model the mycoremediation treatment design for Chemical Oxygen Demand (COD) and Ammonia Nitrogen (AN) removal in domestic wastewater via response surface methodology (RSM). Combined process variables were temperature (⁰C) (Model 1) and the volume of mycelial pellets (%) (Model 2) against treatment time (hour). Response variables for these two sets of central composite design (CCD) were the removal efficiencies of COD (%) and AN (%). The regression line fitted well with the data with R2 values of 0.9840 (Model 1-COD), 0.9477 (Model 1-AN), 0.9988 (Model 2-COD) and 0.9990 (Model 2-AN). The lack of fit test gives the highest value of Sum of Squares equal to 9494.91 (Model 1- COD), 9701.68 (Model 1-AN), 23786.55 (Model 2-COD) and 13357.02 (Model 2-AN), with probability F values less than 0.05 showing significant models. The optimum conditions were established corresponding to the percentage of COD and AN removal obtained were 95.1% and 96.3%, accordingly at the optimum temperature 25°C at the treatment time of 24 h, meanwhile 0.25% of mycelial pellet with 76.0% and 78.4% COD and AN removal, respectively. The high performance achieved demonstrates that the mycoremediation of G. lucidum is highly potential as part of the wastewater treatment system in treating domestic wastewater of high organic loadings.

scholarly journals Performance of wild-Serbian Ganoderma lucidum mycelium in treating synthetic sewage loading using batch bioreactor

2019 ◽  
Vol 9 (1) ◽  
Author(s):  
Zarimah Mohd Hanafiah ◽  
Wan Hanna Melini Wan Mohtar ◽  
Hassimi Abu Hasan ◽  
Henriette Stokbro Jensen ◽  
Anita Klaus ◽  
...  
Keyword(s):  
Ganoderma Lucidum ◽  
Treatment Time ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Oxygen Demand ◽  
Domestic Wastewater ◽  
Ammonia Nitrogen ◽  
Organic Content ◽  
N Removal

Abstract The fluctuation of domestic wastewater characteristic inhibits the current conventional microbial-based treatment. The bioremediation fungi has received attention and reported to be an effective alternative to treat industrial wastewater. Similar efficient performance is envisaged for domestic wastewater whereby assessed performance of fungi for varying carbon-to-nitrogen ratios in domestic wastewater is crucial. Thus, the performance of pre-grown wild-Serbian Ganoderma lucidum mycelial pellets (GLMPs) was evaluated on four different synthetic domestic wastewaters under different conditions of initial pH (pH 4, 5, and 7) and chemical oxygen demand (COD) to nitrogen (COD/N) ratio of 3.6:1, 7.1:1, 14.2:1, and 17.8:1 (C3.6N1, C7.1N1, C14.2N1, and C17.8N1). The COD/N ratios with a constant concentration of ammonia–nitrogen (NH3–N) were chosen on the basis of the urban domestic wastewater characteristics sampled at the inlet basin of a sewage treatment plant (STP). The parameters of pH, COD, and NH3–N were measured periodically during the experiment. The wild-Serbian GLMPs efficiently removed the pollutants from the synthetic sewage. The COD/N ratio of C17.8N1 wastewater had the best COD and NH3–N removal, as compared to the lower COD/N ratio, and the shortest treatment time was obtained in an acidic environment at pH 4. The highest percentage for COD and NH3–N removal achieved was 96.0% and 93.2%, respectively. The results proved that the mycelium of GLMP has high potential in treating domestic wastewater, particularly at high organic content as a naturally sustainable bioremediation system.

scholarly journals Domestic wastewater treatment with household-scale constructed wetland system using water fern plant (Azolla pinnata)

2021 ◽  
Vol 894 (1) ◽  
pp. 012032
Author(s):  
A Magfhira ◽  
P Kinasih ◽  
D Salsabila ◽  
E Marchella ◽  
M F Fachrul
Keyword(s):  
Wastewater Treatment ◽  
Plant Growth ◽  
Chemical Oxygen Demand ◽  
Biochemical Oxygen Demand ◽  
Aquatic Environment ◽  
Oxygen Demand ◽  
Domestic Wastewater ◽  
Azolla Pinnata ◽  
Domestic Wastewater Treatment

Abstract The purpose of writing this scientific paper is to analyze more deeply the management of the quality of the aquatic environment, especially regarding the treatment of domestic wastewater on a household scale. Domestic wastewater treatment with a constructed land system using Air Fern (Azolla pinnata) is expected to reduce concentration parameters such as BOD (Biochemical Oxygen Demand), COD (Chemical Oxygen Demand), and Ammonia. The growth rate of Air Fern (Azolla pinnata) after acclimatization is quite good so that it can reduce BOD (Biochemical Oxygen Demand), COD (Chemical Oxygen Demand) and Ammonia, which are a source of nutrients for plant growth so that it can be used as a promising material for plant growth. It can be used as a promising material for plant growth domestic wastewater treatment. The analysis was carried out using the blended concept, a combination of virtual, online, and laboratory/field activities (offline/outside the network) while still paying attention to health protocols. The priority of this literature study research is to provide input for the government in the form of alternative solutions for managing the quality of the aquatic environment, especially regarding domestic wastewater treatment on a household scale. In addition, this research also supports the international Sustainable Development Goals (SDGs) program: Goal 6: Access to Clean Water and Sanitation” in point 3, namely “Improving water quality by reducing pollution, eliminating waste disposal, and minimizing the disposal of chemicals and hazardous materials, halving the proportion of untreated wastewater and substantially increasing recycling and safe reuse globally”. This research can contribute to appropriate technology in environmental biotechnology, namely wastewater treatment with a system that has simple technology, low cost, energy-saving and is environmentally friendly, which can create a level of hygiene and comfort for the community and maintain environmental sustainability future.

scholarly journals EFEKTIFITAS SISTEM LAHAN BASAH BUATAN DALAM PENGOLAHAN LIMBAH CAIR RUMAH SAKIT-X (Effectiveness of Artificial Wetland System in Processing Liquid Waste of Hospital-X)

2020 ◽  
Vol 27 (2) ◽  
pp. 39
Author(s):  
Atieka Wulandari ◽  
Rossie Wiedya Nusantara ◽  
Muhammad Sofwan Anwari
Keyword(s):  
Wastewater Treatment ◽  
Chemical Oxygen Demand ◽  
Control Plant ◽  
Liquid Waste ◽  
Oxygen Demand ◽  
Domestic Wastewater ◽  
Biological Oxygen Demand ◽  
Artificial Wetland ◽  
Canna Indica ◽  
Colour Parameter

AbstrakLahan basah buatan adalah sistem yang melibatkan tanaman, tanah, mikroba sebagai pengolahan limbah cair. Penelitian ini bertujuan untuk mengkaji efektifitas sistem lahan basah buatan dalam pengolahan limbah cair rumah sakit X dan mengkaji kemampuan jenis tanaman Canna Indica, Echinodorus palaefolius dan Iris pseudoacorus sebagai biofilter limbah cair rumah sakit X . Lahan basah buatan dibuat menggunakan media pasir, karbon aktif, dan kerikil dalam skala laboratorium. Analisis data menggunakan uji Anova dan Uji BNT dengan penggunaan jenis tanaman sebagai perlakuan biofilter, yaitu Canna Indica, Echinodorus palaefolius plant, Iris pseudoacorus, penggabungan ketiga tanaman, dan tidak ada tanaman sebagai kontrol. Waktu detensi 3, 6, dan 9 hari sebagai perlakuan hari dengan tiga kali ulangan. Parameter utama adalah Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD), dan amoniak. Parameter pendukung warna, bau, suhu, dan pH. Lahan basah buatan terbukti efektif dalam pengolahan limbah cair rumah sakit X dan ada perlakuan yang memberikan pengaruh beda nyata terhadap perubahan kualitas air limbah. Hasil penelitian menunjukkan efisiensi penurunan BOD dan COD terjadi pada waktu detensi 6 hari. Variasi waktu berpengaruh terhadap penurunan konsentrasi BOD dan COD. Penggabungan ketiga tanaman (C. Indica, E. palaefolius dan I. pseudoacorus) terbukti efektif sebagai biofilter dalam penurunan parameter pH (11,2%) dan warna (27,4%), serta tanaman Echinodorus palaefolius terbukti efektif sebagai biofilter dalam penurunan parameter amoniak (34%), namun pengggunaan tanaman (biofilter) dalam lahan basah buatan tidak terbukti efektif pada penurunan BOD, COD, dan suhu. Hasil penelitian ini telah memenuhi persyaratan yang ditetapkan oleh Permen KLHK No: P. 68/Menlhk/Setjen/Kum.1/8/2016 tentang Baku mutu air Limbah domestik.AbstractAn artificial wetland is a system which involves plants, soil, and microbes in the wastewater treatment. This research aims to examine the effectiveness of artificial wetland to be used for the hospital’s wastewater treatment. It also reviews the role of Canna Indica, Echinodorus palaefolius, and Iris pseudoacorus to serve as biofilters of the hospital’s wastewater. The artificial wetland is made of sand, active carbon, and gravels in lab-scale amount. The data was analysed by using Anova test and BNT test. The analysis involved several types of plants serving as a biofilter treatment, namely Canna Indica, Echinodurus palaefolius, Iris pseudoacorus, and the combination of these three plants. None served as a control plant. The detention times were 3, 6, and 9 days compounded with three-time repetitions. The main parameters were Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD), and amoniak. Supporing parameters included colour, odor, temperature, and pH. The artificial wetland was considered effective in the hospital’s wastewater treatment. The results also documented that some treatments had a significantly different effect towards the change of wastewater quality. The research indicated that the efficiency of BOD’s and COD’s decline occured at 6 days of detention. The variety of time affected the concetration decline of BOD and COD. The combination of three plants (E. palaefolius, I. pseudoacorus, and C. Indica) was proven effective as a biofilter which reduces pH parameter (11,2%) and colour parameter (27,4%). In addition, The Echinodorus palaefolius plant was reported effective to reduce amoniak parameter (34%). However, the use of plants (biofilter) in the artificial wetland was not effective towards the decline of BOD, COD, and temperature. The results of this research therefore have met the requirement stipulated by the Goverment regulation of KLHK (Ministry of Environment and Forestry) No : P.68/Menlhk/Setjen/Kum.1/8/2016 on the quality standards of the domestic wastewater.

Domestic wastewater treatment by a constructed wetland system planted with rice

2011 ◽  
Vol 64 (12) ◽  
pp. 2376-2380 ◽  
Author(s):  
Suwasa Kantawanichkul ◽  
Wanida Duangjaisak
Keyword(s):  
Wastewater Treatment ◽  
Chemical Oxygen Demand ◽  
Constructed Wetland ◽  
Retention Time ◽  
Paddy Field ◽  
Suspended Solids ◽  
Oxygen Demand ◽  
Domestic Wastewater ◽  
Biological Oxygen Demand ◽  
Removal Efficiencies

The experiments were conducted in four concrete laboratory scale free water surface constructed wetland units 1 m wide, 1.5 m long and 0.8 m deep. Paddy field soil was added to a depth of 0.4 m and rice seedlings (Oryza sativa L.) were transplanted into the units at a density of 25 plants/m2. Domestic wastewater collected from Chiang Mai University was applied into each unit via two different modes to evaluate suitable conditions for wastewater treatment and rice yield. In the first experiment, the wastewater was fed intermittently (7 h/day) with a hydraulic loading rate of 2, 4, 6 and 8 cm/day. The maximum removal efficiencies for chemical oxygen demand, biological oxygen demand, total kjedahl nitrogen and suspended solids were only 49.1, 58.7, 64.0 and 59.4%, respectively, due to the short hydraulic retention time for the biodegradation of organic substances. In the second experiment, the wastewater in each unit was inundated to a depth of 15 cm for 10, 15, 20 and 25 days in each unit and then drained and re-flooded. Removal efficiencies of chemical oxygen demand, biological oxygen demand, total kjedahl nitrogen and suspended solids were greater than in the first experiment especially at the 25 day retention time and except for suspended solids met the Thai national effluent standard. The study revealed that apart from wastewater treatment, wastewater can replace natural water to grow rice in the dry season or throughout the year. Moreover, nutrients in wastewater can be a substitute for chemical fertilizers. Rice grain production was 4,700 kg/ha and only 6% less than the production from the conventional paddy field.

scholarly journals Reduction of organic and biological pollutants from affluents of the Ancón wastewater treatment plant using microanobubbles of air and graphene [Reducción de contaminantes orgánicos y biológicos de afluentes de la planta de tratamiento de aguas residuales de Ancón utilizando micronanoburbujas de aire y grafeno]

2020 ◽  
Vol 4 (1) ◽  
pp. 1
Author(s):  
Rudy Roxana Ayala Daza ◽  
Palmir Ponte Viera ◽  
Jhonny Valverde Flores
Keyword(s):  
Wastewater Treatment ◽  
Chemical Oxygen Demand ◽  
Biochemical Oxygen Demand ◽  
Wastewater Treatment Plant ◽  
Treatment Time ◽  
Treatment Plant ◽  
Oxygen Demand ◽  
Initial Concentration ◽  
Experimental Part ◽  
Thermotolerant Coliforms

The objective of this research was to reduce the organic and biological load of tributaries of the Ancón Wastewater Treatment Plant using microanobubbles of air and graphene. A preliminary sample of the affluent (3L) was taken, which had an initial concentration of Biochemical Oxygen Demand (BOD5) of 410 mg/L, Chemical Oxygen Demand (COD) of 483 mg/L, Thermotolerant Coliforms of 44,000 NMP/100mL and turbidity of 63.33 NTU. The experimental part was carried out with 03 samples of 20 liters with 03 repetitions with a treatment time of 20, 40 and 60 minutes applying air nanobubbles and 6, 12 and 18 grams of graphene respectively. The results of the treated samples were: 87 mg/L representing 78.8% reduction in Biochemical Oxygen Demand (BOD5), 114 mg/L representing 76.4% reduction in Chemical Oxygen Demand (COD), 2,900 NMP/100mL that represents 93.41% reduction of Thermotolerant Coliforms and 12.4 NTU that represents 80.11% reduction of turbidity.

Overview of Discharges from Pumping Stations and the Consequent Water Pollution Characteristics in Central Shanghai, China

2014 ◽  
Vol 522-524 ◽  
pp. 201-210
Author(s):  
Jian Feng Ye ◽  
Dan Jie Lu
Keyword(s):  
Water Pollution ◽  
Chemical Oxygen Demand ◽  
Total Nitrogen ◽  
Biochemical Oxygen Demand ◽  
Suspended Solids ◽  
Oxygen Demand ◽  
Domestic Wastewater ◽  
Ammonia Nitrogen ◽  
The Past ◽  
Pumping Stations

Discharges from pumping stations to rivers have become an important issue in central Shanghai. Based on the analysis of the contaminant concentrations and the volume of discharged water in central Shanghai over the past five years, this research has identified that the discharges from pumping stations to watercourse were composed of DWDs and WWDs. The total annual discharges were approximately 155 to 202 million cubic meters. The contaminant concentrations in the DWDs were close to those in the local domestic wastewater (DW), while the WWDs usually had higher concentrations of the contaminants than the local DW. In central Shanghai, the total contaminant discharges (2008 to 2012) from pumping stations were 72,900-95,700 t·a-1 for suspended solids (SS), 67,300-88,100 t·a-1 for chemical oxygen demand (COD), 20,200-27,100 t·a-1 for biochemical oxygen demand (BOD5), 2,000-3,000 t·a-1 for ammonia-nitrogen (NH3-N), 4,100-5,900 t·a-1 for total nitrogen (TN), and 800-1,300 t·a-1 for total phosphate (TP).

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