• Title/Summary/Keyword: Biochemical oxygen demand (BOD)

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A Post-Implementation Assessment of the Effectiveness of a Separate Sewer System in Improving River Water Quality

  • Reyes, Nash Jett;Geronimo, Franz Kevin;Guerra, Heidi;Choi, Hyeseon;Jeon, Minsu;Kim, Lee-Hyung;Ku, Jin Hye;Jun, Kyung Soo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.241-241
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    • 2021
  • Recent developments recommend the use of SSS to prevent combined sewer overflows and reduce excessive pollutant deposition in the receiving waters; however, other studies also suggest that SSS have minimal or no advantage over CSS in terms of reducing the pollutant loads being discharged in natural waterways. This study was conducted to evaluate the effectiveness of employing SSS in improving the water quality of the rivers in Okcheon-gun, South Korea. The former combined sewer outfalls (CSOs) were monitored to determine the presence of illicit connections or leaks in the newly-established SSS. Dry and wet-day monitoring was conducted alongside the collection of water samples on 14 points along the reach of the rivers and four former CSOs to determine water quality changes and patterns of pollutant loading. Among the 34 former CSOs in the study area, eight former CSOs exhibited dry-day discharges, implying the possibility of having illicit connections, leaks, or illegal wastewater discharge in the system. Moreover, relatively high biochemical oxygen demand (BOD) chemical oxygen demand (COD) concentrations, ranging from 4.8 mg/L to 24.9 mg/L and 6.4 mg/L to 10.1 mg/L, respectively were observed on three out of the four monitored CSOs. Fluctuations in the pollutant concentrations in the different monitored points along the river was also observed due to the presence of pipes discharging polluted water. Ultimately, further studies are necessary to identify the sources of dry-day discharges in the CSOs to successfully improve the water quality of the rivers in the area.

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Modelling of dissolved oxygen (DO) in a reservoir using artificial neural networks: Amir Kabir Reservoir, Iran

  • Asadollahfardi, Gholamreza;Aria, Shiva Homayoun;Abaei, Mehrdad
    • Advances in environmental research
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    • v.5 no.3
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    • pp.153-167
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    • 2016
  • We applied multilayer perceptron (MLP) and radial basis function (RBF) neural network in upstream and downstream water quality stations of the Karaj Reservoir in Iran. For both neural networks, inputs were pH, turbidity, temperature, chlorophyll-a, biochemical oxygen demand (BOD) and nitrate, and the output was dissolved oxygen (DO). We used an MLP neural network with two hidden layers, for upstream station 15 and 33 neurons in the first and second layers respectively, and for the downstream station, 16 and 21 neurons in the first and second hidden layer were used which had minimum amount of errors. For learning process 6-fold cross validation were applied to avoid over fitting. The best results acquired from RBF model, in which the mean bias error (MBE) and root mean squared error (RMSE) were 0.063 and 0.10 for the upstream station. The MBE and RSME were 0.0126 and 0.099 for the downstream station. The coefficient of determination ($R^2$) between the observed data and the predicted data for upstream and downstream stations in the MLP was 0.801 and 0.904, respectively, and in the RBF network were 0.962 and 0.97, respectively. The MLP neural network had acceptable results; however, the results of RBF network were more accurate. A sensitivity analysis for the MLP neural network indicated that temperature was the first parameter, pH the second and nitrate was the last factor affecting the prediction of DO concentrations. The results proved the workability and accuracy of the RBF model in the prediction of the DO.

Changes in Pollutant Concentrations by Artificial Floating Island Installed in Reservoir for Irrigation (농업용 저수지에 설치한 인공식물섬에 의한 오염물질 농도의 변화)

  • Yang, Hongmo
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.9 no.2
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    • pp.23-32
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    • 2006
  • Total suspended solids (TSS), five-day biochemical oxygen demand ($BOD_5$), total nitrogen (T-N), and total phosphorous (T-P) concentrations around and under a floating island were examined from October 2002 to September 2003. The island was installed in July 2002 on the surface of an agricultural irrigation reservoir located in the southern part of the Korean Peninsula. It was composed of six polyethylene panels. Each panel was 2 m (length) ${\times}$ 1 m (width) ${\times}$ 0.02 m (thick) and had about thirty-two holes each with a diameter of eight centimeters, through which plant roots grew down into the water. Coconut fibers of nine-centimeters in height were placed on the panel, which sustained plants rhizomes and roots. Both the fibers and the panel were raped with polyethylene wire mashes. About thirty irises (Iris pseudoacorus) were planted into the fibers of each panel. The concentrations of TSS, $BOD_5$, T-N and T-P below the island during the iris-growing season averaged 9.70, 2.59, 3.61 and 0.14 mg/L, respectively and those around it averaged 9.99, 2.83, 4.07 and 0.16 mg/L, respectively. The average concentrations of TSS, $BOD_5$, T-N and T-P below it during the iris non-growing season were 8.68, 2.37, 3.25 and 0.14 mg/L, respectively and those near it were 8.76, 2.43, 3.34 and 0.15 mg/L, respectively. At a significance level of ${\alpha}$=0.05, $BOD_5$, T-N and T-P concentrations under the island during the iris-growing season were significantly low when compared with those around it except TSS. No differences in TSS, $BOD_5$, T-N and T-P concentrations between around and near it were found at a significance level of ${\alpha}$=0.05 during the iris non-growing season. The removal of $BOD_5$, T-N, and T-P during the growing season were significantly high when compared with those during the non-growing season. TSS abatement of the floating island was very low during both the growing and non-growing seasons. The island's reductions of $BOD_5$, T-N and T-P were good during the growing season, especially T-N and T-P, which have been considered as primary pollutant sources causing the water quality degradation of reservoirs. The removal of T-N and T-P was primarily attributed to the absorption of nitrogen and phosphorous by the irises during the growing season.

Deodorization of Pig Feces by Fungal Application

  • Kim, T.I.;Ham, J.S.;Yang, C.B.;Kim, M.K.
    • Asian-Australasian Journal of Animal Sciences
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    • v.17 no.9
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    • pp.1286-1290
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    • 2004
  • This study was carried out to screen yeasts effective in reducing odor from pig feces. Three isolates from soil and compost sources were selected to treat pig feces. On the basis of morphological and biochemical characteristics, one isolate from compost was Candida rugosa, and two isolates from soil were Candida rugosa and Candida maris. These isolates showed deodorizing activity by reducing the concentration of ${NH}_3$ and R-${NH}_2$. Volatile fatty acids (VFA) are the specific malodorous compounds of pig feces, and the Candida maris from soil showed a 100% reduction of butyric, iso-butyric, and iso-valeric acid in 10% pig slurry medium. However, the Candida rugosa from compost showed a 100% reduction of butyric and iso-butyric acid while that from soil showed a 100% reduction of propionic, butyric acid and iso-valeric acid in the medium. Also, these yeasts were effective in reducing $NH_{4}-N$, soluble-N, and biological oxygen demand (BOD).

Enrichment of Electrochemically Active Bacteria Using a Three-Electrode Electrochemical Cell

  • Yoon, Seok-Min;Choi, Chang-Ho;Kim, Mi-A;Hyun, Moon-Sik;Shin, Sung-Hye;Yi, Dong-Heui;Kim, Hyung-Joon
    • Journal of Microbiology and Biotechnology
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    • v.17 no.1
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    • pp.110-115
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    • 2007
  • Electrochemically active bacteria were successfully enriched in an electrochemical cell using a positively poised working electrode. The positively poised working electrode (+0.7 V vs. Ag/AgCl) was used as an electron acceptor for enrichment and growth of electrochemically active bacteria. When activated sludge and synthetic wastewater were fed to the electrochemical cell, a gradual increase in amperometric current was observed. After a period of time in which the amperometric current was stabilized (generally 8 days), linear correlations between the amperometric signals from the electrochemical cell and added BOD (biochemical oxygen demand) concentrations were established. Cyclic voltammetry of the enriched electrode also showed prominent electrochemical activity. When the enriched electrodes were examined with electron microscopy and confocal scanning laser microscopy, a biofilm on the enriched electrode surface and bacterium-like particles were observed. These experimental results indicate that the electrochemical system in this study is a useful tool for the enrichment of an electrochemically active bacterial consortium and could be used as a novel microbial biosensor.

Calculation of Total Amount of Pollutant Load by Sub-Watersheds in the Anyangcheon Watershed (안양천 유역의 소유역별 오염총량 산정)

  • Lee, Kil-Seong;Kim, Kyung-Tae;Kim, Sang-Ug;Chung, Eun-Seong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1981-1984
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    • 2008
  • 기존 하천에 실시되고 있던 농도 규제의 근본적인 한계를 극복하고자 우리나라 4대강에 오염 총량관리제도가 실시되었다. 그러나 1999년부터 약 8년 동안 실시된 오염총량관리제도에 기술적 제도적 문제들이 발견되고 있다. 본 연구에서는 오염총량관리제도의 많은 문제점들 중에 기준유량에 대한 문제점과 오염부하량의 할당에 대한 문제점에 중점을 두었다. 총량관리단위유역은 대표적인 도시하천 중 하나이며 한강의 지류인 안양천 유역이며, 목표수질은 1991년 환경부 하천환경수 질기준인 5등급으로 결정하였으며, 관리물질은 1차관리물질인 BOD(Biochemical Oxygen Demand)이다. 기준유량은 평균저수량과 평균갈수량을 사용하여 비교하였고, 발생부하량을 계산하였으며, 발생부하량에 의한 배출부하량을 계산하고, HSPF(Hydrologic Simulation Program - FORTRAN) 모형을 사용하여 배출부하량으로 인한 유달부하량을 산정하여 허용부하량을 계산하였다. 마지막으로 목표수질을 만족시키기 위해 삭감부하량을 계산하였고, 삭감부하량을 안양천 유역의 각 소유역별로 할당하였다.

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Survey and Economic Analysis of Food Industry Residues for Biomass-to-energy Conversion in Merced and Stanislaus Counties, California, USA (바이오에너지로의 전환을 위한 캘리포니아 식품가공공장 오.폐수 특성 조사 및 경제성 분석)

  • Kim, Dae-Hyun
    • Journal of Biosystems Engineering
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    • v.34 no.4
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    • pp.243-253
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    • 2009
  • This research expands investigations into the biomass resource potential associated with California's food processing industry by surveying industries within a two county region in the San Joaquin Valley, California, USA. A previous survey conducted in 2005 for the Sacramento Municipal Utility District (SMUD) quantified residue and waste generation from food processors and food preparation businesses in the Sacramento region. The present survey investigates residue and waste streams from food processors located in Merced and Stanislaus Counties. Sixty food processors were identified to participate in the survey, of which 49 responded (82%) and data were acquired for 38 (63%) (6 facilities closed or moved, 8 decided not to participate). Within the two counties, total annual waste among survey respondents amounted to 24,044 dry tons of high moisture (${\geq}$60%) food residuals, 5,358 dry tons of low moisture (<60%) food residuals; and 23.7 million $m^3$ of wastewater containing 38,814 tons of biochemical oxygen demand ($BOD_5$). The total potential electric power generation from these food residues was estimated at approximately $7\;MW_e$. Total solid waste resource included in the survey response was estimated at about 10% of statewide residue generation for processors falling within the Standard Industrial Classification (SIC) System Major Group 20 (Food and Kindred Products) categories.

GPS-X Based Modeling on the Process of Gang-byeon Sewage Treatment Plant and Design of Recycle Water Treatment Process (GPS-X 기반 모델링에 의한 강변사업소 처리효율 분석 및 반류수 처리 공정 설계)

  • Shin, Choon Hwan
    • Journal of Environmental Science International
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    • v.25 no.11
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    • pp.1493-1498
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    • 2016
  • The efficiencies of Gang-Byeon sewage treatment facilities, which are based on GPS-X modelling, were analysed and used to design recycle water treatment processes. The effluent of an aeration tank contained total kjeldahl nitrogen (TKN) of 1.8 mg/L with both C-1 and C-2 conditions, confirming that most ammonia nitrogen ($NH_3{^+}-N$) was converted to nitrate nitrogen ($NO_3{^-}-N$). The concentrations of $NH_3{^+}-N$ and $NO_3{^-}-N$ were found to be 222.5 and 227.2 mg/L, respectively, with C-1 conditions and 212.2 and 80.4 mg/L with C-2 conditions. Although C-2 conditions with higher organic matter yielded a slightly higher nitrogen removal efficiency, sufficient denitrification was not observed to meet the discharge standards. For the total nitrogen (T-N) removal efficiency, the final effluent concentrations of T-N were 293.8 mg/L with biochemical oxygen demand (BOD) of 2,500 mg/L, being about 1.5 times lower than that (445.3 mg/L) with BOD of 2,000 mg/L. Therefore, an external carbon source to increase the C/N ratio was required to get sufficient denitrification. During the winter period with temperature less than $10^{\circ}C$, the denitrification efficiency was dropped rapidly even with a high TKN concentration (1,500 mg/L). This indicates that unit reactors (anoxic/aerobic tanks) for winter need to be installed to increase the hydraulic retention time. Thus, to enhance nitrification and denitrification efficiencies, flexible operations with seasons are recommended for nitrification/anoxic/denitrification tanks.

Prediction of Water Quality at the Inlet of Saemangeum Bay by using Non-point Sources Runoff Simulation in the Mankyeong River Watershed (만경강 유역의 비점오염물질 유출모의를 통한 새만금 만 유입부의 수질 예측)

  • Ryu, Bum-Soo;Lee, Chae-Young
    • Journal of Korean Society of Water and Wastewater
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    • v.27 no.6
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    • pp.761-770
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    • 2013
  • This study was carried out to forecast the flow rate and water quality at the inlet of the Saemangeum bay in Korea using the SWMM(Storm Water Management Model) and the WASP(Water Analysis Simulation Program), and to analyze the impacts of pollutant loading from non-point source on the water quality of the bay. The calibration and validation of flow rate and water quality were performed using those from two monitoring points in the Mankyeong river administrated by Korean Ministry of Environment as part of the national water quality monitoring network. When the river flow rate was calibrated and validated using the rainfall intensities during 2011-2012, $R^2$ (i.e., coefficient of determination) was ranged from 0.91 to 0.96. For water qualities, it was shown that $R^2$ of BOD(Biochemical Oxygen Demand) was ranged from 0.56 to 0.86, and $R^2$ of T-N(Total Nitrogen) was from 0.64 to 0.75, and $R^2$ of T-P(Total Phosphorus) was from 0.67 to 0.89. The integrated modeling system showed significant advances in the accuracy to estimate the water quality. Finally, further simulations showed that annual average flow of the river running into the bay was estimated to be $1.439{\times}10^9m^3/year$. The discharged load of BOD, T-N, and T-P into the bay were anticipated to be 618.7 ton/year, 331.5 ton/year, and 40.4 ton/year, respectively.

A Study on Filtration Effect of Anaerobic Digestion Wastewater by Composition of Filtration Layer Materials (퇴비단 여과재 구성에 따른 혐기소화액 여과 효과)

  • Lee, Dong-Hyun;Jeong, Kwang-Hwa;Khan, Modabber Ahmed;Kim, Jung-Gon;Kwak, Jung-Hun;Ahn, Heekwon;Kim, Eun-Jong
    • Journal of Animal Environmental Science
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    • v.19 no.1
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    • pp.39-46
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    • 2013
  • This study was carried out to compare the filtration effect of anaerobic digestion waste water by compost filtration bed. Three types of filtration systems were set for filtration test following to composition of bedding materials. Two filtration systems were filled with sawdust, rice-hull and wood-chip. And the other was filled with sawdust and rice-hull. Anaerobic digestion waste water was applied evenly on the surface of the filtration bed with spraying nozzle. The concentration of nitrogen, biochemical oxygen demand (BOD), suspended solids (SS) of anaerobic digestion waste water was decreased by filtration treatment. The total nitrogen content was decreased from 1,313 mg/L to 1,090~1,293 mg/L and BOD concentration was decreased from 529.7 mg/L to 125~162.3 mg/L, respectively. The SS content was decreased from 69~79% by filtration process. In addition, the electrical conductivity (EC) was decreased from 10.22 ds/m to 7.91~8.31 ds/m.