• Title/Summary/Keyword: SS농도

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Ensuring Stability in Accordance with the Secondary sedimentation tank Surface Loading rate Increase (장방향 이차침전지에서 이중정류벽 설치를 통한 침강속도 증대에 따른안정성 확보 분석)

  • Choi, Dongkyu;Im, Jiyeol;Gil, Kyungik
    • Journal of Wetlands Research
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    • v.18 no.4
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    • pp.357-362
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    • 2016
  • Improvement of the solid-liquid separation efficiency in the secondary sedimentation tank of the biological treatment process, is known to be increasing effectiveness of the overall system operation. Sewage treatment plant effluent SS is composed of most organic substances. In order to reduce the SS component in the secondary sedimentation tank discharge, fine SS components constituting the heterogeneous should be increased by its own aggregation (self flocculation), so that can be deleted through their precipitation. So, it is improved through using the installation of double rectification wall in this secondary tank. In case, sewage is rapidly increased due to the daily change of the influent water, it was confirmed that suspended solids caused by the impact load are processed stably. Therefore, there is a need for a facility installation which can be its own aggregation for reduction suspended solids in secondary sedimentation tank.

Water Quality and Particle Size Distributions of Road Runoff in Storm Event (강우시 도로유출수 수질특성 및 입경분포)

  • Lee, Jun-Ho;Cho, Yong-Jin;Bang, Ki-Woong
    • Journal of Korean Society of Environmental Engineers
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    • v.27 no.7
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    • pp.777-784
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    • 2005
  • The first flush phenomenon is defined as the initial period of road runoff during which the concentration of pollutants was significantly high. Road runoff contains significant loads of micro-particles, heavy metals and organic constituents. There were two major objectives of this study. The first objective was to characterize the road runoff. The second objective was to measure and evaluate particle sire distribution of the road runoff, Stormwater runoff was monitored on two sites of four lane road areas along with traffic volume. A total six storm events were monitored to characterize the road runoff. The quantity of road runoff and quality constituents, including chemical oxygen demand ($COD_{Cr}$), suspended solids(SS), total Kjeldahl nitrogen (TKN), ortho-phosphorus ($PO_4-P$), total phosphorus(TP), heavy metals and particle size distribution were analyzed. The results indicate that the concentration of SS, $COD_{Cr}$, TKN and TP ranges were $45{\sim}2,396\;mg/L$, $40{\sim}931\;mg/L$, $0.1{\sim}19.6\;mg/L$, and $0.2{\sim}25.1\;mg/L$, respectively. The results of the regression analysis between SS and the others constituents shows that $COD_{Cr}$, TP, Cu, Pb were highly correlated. And the results showed that the mean range of particle size and uniformity coefficient for road runoff were $6.7{\sim}23.4{\mu}$ and $6.4{\sim}10.2$, respectively.

Runoff Characteristics of Non-point Source Pollutants from Road Area During Rainfall Events (강우시 도로지역 비점오염물질 유출특성)

  • Park, Woon Ji;Lee, Su In;Lee, Hae Seung;Lee, Young Joon;Choi, Joong Dae
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.403-403
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    • 2015
  • 본 연구에서는 강우시 도로지역에서 발생하는 비점오염물질 유출 및 수질특성을 살펴보고자 도로지역(국도 46호선)을 대상으로 총 16회의 강우사상에 대해 분석하였다. 모니터링 기간(2014년 5월~9월)동안 연구대상지역에는 3.2~80.3 mm의 강우가 발생하였으며, 강우강도는 0.39~11.29 mm/hr의 범위로 나타났다. 선행무강우일수는 0.3~20.1일이며, 총 유출량은 0.1~6.8 ㎥, 유출율은 0.24~0.85(평균 0.6)의 범위로 나타났다. 강우 모니터링 결과, 유량가중평균농도(Event Mean Concentration, EMC)는 TOC 4.9~56.2 mg/L(평균 18.0 mg/L), BOD 3.1~21.5 mg/L(평균 7.5 mg/L), COD 6.7~58.6 mg/L(평균 23.6 mg/L), SS 2.1~281.9 mg/L(평균 59.4 mg/L), T-N 1.07~13.46 mg/L(평균 4.89 mg/L) 그리고 T-P 0.065~0.680 mg/L(평균 0.23 mg/L)의 범위로 나타났으며, 강우계급별로 살펴보면 0~10 mm일 때 BOD 9.3 mg/L, COD 30.5 mg/L, SS 84.1 mg/L, T-N 5.42 mg/L, T-P 0.27 mg/L로, 10~30 mm일 때 BOD 6.6 mg/L, COD 22.0 mg/L, SS 29.0 mg/L, T-N 4.9 mg/L, T-P 0.20 mg/L로, 50 mm 이상의 강우에서는 BOD 3.6 mg/L, COD 7.1 mg/L, SS 46.4 mg/L, T-N 3.42 mg/L, T-P 0.10 mg/L로 강우계급별 EMC는 대부분 수질항목에 있어 10 mm 이하 계급의 평균 EMC가 높은 수준으로 나타났다. 그리고 각 강우사상에 대한 단위면적당 오염부하는 TOC 0.06~3.5 kg/ha, $BOD_5$ 0.03~1.6 kg/ha, CODMn 0.09~4.74 kg/ha, SS 0.09~35.99 kg/ha, T-N 0.012~2.600 kg/ha, T-P 0.001~0.062 kg/ha의 범위로 산정되었다. 도로지역은 불투수층 면적비율이 높아 누적강우량 10 mm 이하에서도 유출이 발생하는 것으로 분석되었으며, 작은 강우에도 초기유출이 발생하고 유출되는 오염물질 농도가 높은 경향을 나타내었다.

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Heavy Metals in the Surface Waters of Kwangyang Bay During 1983-84 (光陽 表層 海水中의 重金屬 含量)

  • 이수형;김은수
    • 한국해양학회지
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    • v.21 no.3
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    • pp.125-130
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    • 1986
  • The concentrations of Cu, Pb and Zn in the surface waters of Kwangyang Bay were determined bimonthly at 20 stations during 1983-84. The ranges and mean concentrations were 〈0.03-2.68$\mu\textrm{g}$/l, 1.08$\mu\textrm{g}$/l for Cu, 〈0.03-7.19$\mu\textrm{g}$/l, 0.76$\mu\textrm{g}$/l for Pb and 0.3-23.1$\mu\textrm{g}$/l, 5.6$\mu\textrm{g}$/l for Zn, respectively. The slightly higher levels of heavy metals studied were shown in Sueo and Seomjin River Estuaries. Analysis of correlation coefficients showed that Cu, Pb and Zn were closely associated not only to one another nut also to SS and COD in seawater.

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SIMULTANEOUS REMOVAL OF NITROGEN AND PHOSPHORUS USING THE SEQUENCING BATCH REACTORS PROCESS (SBR 활성슬러지 공정을 이용한 질소 및 인의 동시제거 연구)

  • 양형재;신응배;정윤철
    • Journal of environmental and Sanitary engineering
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    • v.12 no.3
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    • pp.1-7
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    • 1997
  • 이 연구에서는 SBR 공법을 이용하여 질소, 인 동시제거기장에 대해 관찰하고 BOD-SS loading변화에 따른 오염물질 제거효율에 대해 검토하였다. BOD, TN 및 TP 제거율은 $20^{\circ}C$에서 95%, 74% and 81%로 나타났으며, Phosphorus luxury uptake는 호기성이 시작된후 1,2시간후에 각각 67% 및 84%를 흡수 하는 것으로 관찰 되었으며, 호기성 말기의 농도는 $0.9mg/{\ell}$ 이하를 유지하였다. 80% 및 85% 이상의 안정된 질소 제거효율을 유지하기 위해서는 BOD-SS loading 값을 0.15 및 0.08 kg-BOD/kg-SS.day 이하로 유지하여야 하는 것으로 나타났다. 또한 1회 방류수량의 변화에 따른 관찰에서, 반응조 유효용량의 30%, 40% 및 50%를 유출할 경우 TN은 각각 78%, 72% 및 58%를 TP는 각각 81%, 77% 및 66%의 제거효율을 보였다.

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The Study on Ozone Treatment of Wasting Activated Sludge for VFA Production and Reuse as Carbon Source for Phosphorus Release (잉여슬러지의 오존분해에 따른 VFA의 생성 및 인 방출을 위한 탄소원으로의 재이용 가능성에 관한 연구)

  • Ko, Eun-Taek;Cho, Jin-Woo;Park, Eun-Young;Ahn, Kyu-Hong
    • Journal of Korean Society of Environmental Engineers
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    • v.27 no.10
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    • pp.1052-1057
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    • 2005
  • Recently, the ozone treatment of wasting activated sludge has become one of the effective and feasible process for the sludge reduction. The objective of this study is to investigate the availability of ozonized wasting sludge on external carbon sources 13r phosphorus release. Experiment results showed that the ozone treatment of activated sludge could produce a large amount of VFA such as acetic acid and isobutyric acid. For example, 50.24 mg/L acetic acid was produced with the ozone dose of 0.05 g $O_3/g$ SS, and 123.56 mg/L acetic acid with 0.5 g $O_3/g$ SS. The higher ozone dose was applied, the more VFA was produced from sludge reduction into a limited point. Finally, using ozonated sludge as only carbon source, the batch experiment, to measure phosphorus release rate in anaerobic condition were performed. The specific phosphorus release rates were investigated as 0.94, 1.37, 1.48, 1.68 mg P/g VSS/hr with ozone dose of 0.05, 0.1, 0.2, 0.5 g $O_3/g$ SS, respectively. Considering the degree of mineralization, VFA production, phosphorus release rate, and economical aspect, the optimal ozone dose for sludge reduction and using carbon sources ranged from 0.05 to 0.1 g $O_3/g$ SS.

The Effects of Solidified Sewage Sludge as a Soil Cover Material for Cultivation of Bioenergy Crops in Reclaimed Land (에너지작물 재배를 위한 간척지 토양의 토양복토재로써 하수슬러지 고화물의 이용효과)

  • An, Gi-Hong;Koo, Bon-Cheol;Choi, Yong-Hwan;Moon, Youn-Ho;Cha, Young-Lok;Bark, Surn-Teh;Kim, Jung-Kon;Yoon, Yong-Mi;Park, Kwang-Guen;Kim, Jang-Taeck
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.57 no.3
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    • pp.238-247
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    • 2012
  • To determine the possibility of solidified se wage sludge for use as a soil cover material in reclaimed land, the growth of energy crops and soil chemical properties investigated in each experimental plots during 2 years (2010 and 2011). The experimental plots consisted of the mixing with solidified sewage sludge plot (SS50), the covering with solidified sewage sludge plot (SS100), and the original reclaimed land plot (ORL) on reclaimed land for the intended landfill in Sudokwon Landfill Site Management Corporation (SLC). Plant height, measured in the second year (2011), was highest in the Geodae 1 grown at plots treated with solidified sewage sludge. The growth of energy crops cultivated in both SS50 and SS100 were better than in ORL. The contents of organic matter (OM) and total nitrogen (T-N) at both SS50 and SS100 were considerably higher than that of the ORL over 2 years. However, the soil from ORL showed higher salinity with high contents of exchangeable $Na^+$ cation than that of SS50 and SS100 over 2 years. We consider that soil chemical and physical properties on reclaimed land used in this study could be improved by the application of solidified sewage sludge due to following reasons. Firstly, the application of solidified sewage sludge may provide soil nutrients on reclaimed land i.e. the growth of energy crops better than in ORL, resulted in more OM and T-N contents in SS50 and SS100. Secondly, the top layers mixed or covered with solidified sewage sludge on reclaimed land may be prevented the salinity accumulation due to capillary rise to surface soil, and improved the cultivation layer for effectively propagating the rhizomes of energy crops. Thus the solidified sewage sludge may be a great soil cover materials for cultivation of bioenergy crops in reclaimed land.

Phosphorus and Suspended Solid Loading in Lake Yongdam (용담호 소유역별 인 및 부유물질 유입부하량 산정)

  • Kwon, Sang-Yong;Kim, Young-Geel;Yih, Won-Ho;Kim, Bom-Chul;Heo, Woo-Myung
    • Korean Journal of Ecology and Environment
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    • v.38 no.3 s.113
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    • pp.322-333
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    • 2005
  • Total phosphorus (TP) and suspended solids (SS) were measured in the discharge waters from 5 drainage basins of Lake Yongdam, from April, 2002 till March, 2004. The responses of SS and TP to rainfall were analyzed and their loadings into Lake Yongdam were calculated. The inflowing rivers into Lake Yongdam were the Juja River, the Jeongja River, the Jinan River, the Geum River and the Guryang River. Among these rivers Jinan River showed the highest TP that fluctuated very much according to the flow rate. TP and the flow rates (Q) of each river showed positive correlations with empirical relationsip of $TP\;=\;6.32Q^{0.30}$ for the Juia River, $TP\;=\;8.58Q^{0.49}$ for the Jeongia River, $TP\;=\;307.92Q^{0.10}$, for the Jinan River, $TP\;=\;17.91Q^{0.47}$, for the Geum River, $TP\;=\;20.11Q^{0.53}$ for Guryang River. In April 2002 ${\sim}$ March 2003, phosphorus loadings from the Juja River, the Jeongja River, the Jinan River, the Geum River and the Guryang River were calculated to be 3,677, 11,430, 36,412, 89,651, and 42,226 kgP ${\cdot}$ $yr^{-1}$ respectively. And the specific loadings from the Juja River, the Jeongia River, the Jinan River, the Geum River and the Guryang River were calculated to be 0.3, 2.9, 13.6, 9.3, and 13.0 kgP ${\cdot}$ $km^{-2}$ ${\cdot}$ $yr^{-1}$ respectively. In April 2002 ${\sim}$ March 2004, the suspended particles loading from the Juja River, the Jeongia River, the Jinan River, the Geum River and the Guryang River were 673, 1,232, 4,232, 30,902, 80,202 ton ${\cdot}$ $yr^{-1}$ respectively. The Guryang River showed the largest contribution of SS loading.

High Strength Slaughter Wastewater Treatment in a Novel Combined System of Hybrid-Rotating Biological Contactor and Biological Aerated Filter (Hybrid-RBC와 BAF의 조합공정을 이용한 고농도 도축폐수의 처리 특성)

  • Jung, Chan-Il;Ahn, Jo-Hwan;Bae, Woo-Keun;Kim, Seung-Jin
    • Journal of Korean Society of Environmental Engineers
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    • v.33 no.2
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    • pp.77-84
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    • 2011
  • This study was conducted to develop a novel combined system of a hybrid rotating biological contactor (RBC) process that was composed of an attached- and suspended- biomass reactor, followed by a settler and a biological aerated filter (BAF) column to treat a high strength slaughter wastewater. Long term influences of organic and nitrogen loading rates were investigated to see how the combined system worked in terms of the removal efficiency. A synthetic wastewater containing a pork cutlet steak source (commercially available) and swine blood was used to feed the combined system. The hybrid RBC process showed excellent removals: about 95% for soluble COD and 85% for ammonium nitrogen. However, the unsettled solids seriously deteriorated the removal efficiency of total COD (TCOD) and total nitrogen (TN) in the RBC process. A significant fraction of the TCOD and suspended solids (SS) was further removed in the BAF column although the effluent quality was still unsatisfactory, giving TCOD 300 mg/L, SS 180 mg/L and TN 59 mg/L. An addition of polyaluminium chloride into the RBC effluent improved the performance of the settler and BAF, producing an excellent quality of final effluent; TCOD 16.5 mg/L, SS 0 mg/L, TN 55.5 mg/L, TP 1.3 mg/L. Therefore, it was confirmed that the combined system of hybrid RBC and BAF could treat a high strength slaughter wastewater excellently.

Review of applicability of Turbidity-SS relationship in hyperspectral imaging-based turbid water monitoring (초분광영상 기반 탁수 모니터링에서의 탁도-SS 관계식 적용성 검토)

  • Kim, Jongmin;Kim, Gwang Soo;Kwon, Siyoon;Kim, Young Do
    • Journal of Korea Water Resources Association
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    • v.56 no.12
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    • pp.919-928
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    • 2023
  • Rainfall characteristics in Korea are concentrated during the summer flood season. In particular, when a large amount of turbid water flows into the dam due to the increasing trend of concentrated rainfall due to abnormal rainfall and abnormal weather conditions, prolonged turbid water phenomenon occurs due to the overturning phenomenon. Much research is being conducted on turbid water prediction to solve these problems. To predict turbid water, turbid water data from the upstream inflow is required, but spatial and temporal data resolution is currently insufficient. To improve temporal resolution, the development of the Turbidity-SS conversion equation is necessary, and to improve spatial resolution, multi-item water quality measurement instrument (YSI), Laser In-Situ Scattering and Transmissometry (LISST), and hyperspectral sensors are needed. Sensor-based measurement can improve the spatial resolution of turbid water by measuring line and surface unit data. In addition, in the case of LISST-200X, it is possible to collect data on particle size, etc., so it can be used in the Turbidity-SS conversion equation for fraction (Clay: Silt: Sand). In addition, among recent remote sensing methods, the spatial distribution of turbid water can be presented when using UAVs with higher spatial and temporal resolutions than other payloads and hyperspectral sensors with high spectral and radiometric resolutions. Therefore, in this study, the Turbidity-SS conversion equation was calculated according to the fraction through laboratory analysis using LISST-200X and YSI-EXO, and sensor-based field measurements including UAV (Matrice 600) and hyperspectral sensor (microHSI 410 SHARK) were used. Through this, the spatial distribution of turbidity and suspended sediment concentration, and the turbidity calculated using the Turbidity-SS conversion equation based on the measured suspended sediment concentration, was presented. Through this, we attempted to review the applicability of the Turbidity-SS conversion equation and understand the current status of turbid water occurrence.