• Title/Summary/Keyword: SS 농도

Search Result 632, Processing Time 0.037 seconds

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
    • /
    • v.21 no.3
    • /
    • pp.125-130
    • /
    • 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.

  • PDF

Development of Effluent Concentration Estimation Equation from Treatment Wetland Experimental Data (수질개선용 인공습지 실험자료에 의한 유출수 농도 추정식 개발)

  • 윤춘경
    • Magazine of the Korean Society of Agricultural Engineers
    • /
    • v.41 no.5
    • /
    • pp.86-92
    • /
    • 1999
  • Effluent concentration estimation equations for wetland system were developed throught statistical analysis of treatment wetland experimental data. Existin g empirical equations were reviewed for thier accuracy with experimental data, and compared with the estimatin equations. About 70 experimental data sets were used for multiple regression, and variables include influent concentration, hydraulic loading rate, average daily air temperature , and plant coverage. The estimatin equations developed for BOD5 , SS ,T-P, and T-N predicted effluent concentrations moderately well, and coefficient fo determination ($R^2$) for them was 0.74 , 0.60, 0.59 and 0.58 respectively. The equations obtained from same data but excluding plant coverage showed relatively lower $R^2$ than the former case, and it was 0.66, 0.52, 0.41 and 0.57 respectively. The EPA, WPCF , and Kadlec and Knight equations worked poorly and $R^2$ for them was significantly lower than the estimation equation developed in the study. The reason might be that the existing equations were oversimplified that they did ot include important parameters such as air temperature and plant coverage. Therefore, developing reasonable estimation equations from experiment under realistic condition is highly recommended rather than using exiting estimation equations.

  • PDF

Effects of Coagulants and Ozone Concentration on the Livestock Manure Treatment Efficiency of AOF Process (AOF공정 중 응집제와 오존 농도가 가축분뇨 처리효율에 미치는 영향)

  • Jeong, Sung-Chol;Yun, Rin
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
    • /
    • v.28 no.8
    • /
    • pp.311-315
    • /
    • 2016
  • The efficiency of manure treatment was investigated in terms of the pH, BOD, COD, SS, T-N and TP with a variation in the injection amount of PAC, polymer and ozone. The wastewater flow rate to the AOF is of $7.4m^3/hr$ with a reaction time of 30 minutes. The amount of PAC and polymer changed by 30, 35, 40 ml/min, and 30, 40, 50 ml/min, respectively. The amount of ozone injected varied from 110, 125, and $150kg-O_3/hr$. The optimum manure treatment performance was found for a PAC of 35 ml/min for the COD and SS, with polymer of 30 ml/min, and ozone injection of $150kg-O^3/hr$. A substantially optimum dose for each PAC, polymer, and ozone was also found to exist.

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
    • /
    • v.12 no.3
    • /
    • pp.1-7
    • /
    • 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.

  • PDF

Study of Installation of Sediment Trap Drain Channel to Reduce Soil Erosion from Storm Water Runoff (침사기능 콘크리트 배수로의 유사 유출 저감에 관한 연구)

  • Shin, Hyun-Jun;Won, Chul-Hee;Choi, Yong-Hun;Kim, Tae-Yoo;Choi, Jung-Dae
    • Journal of The Korean Society of Agricultural Engineers
    • /
    • v.52 no.6
    • /
    • pp.95-100
    • /
    • 2010
  • Researchers developed Sediment Trap Drain Channel (STDC) as a solution of the reduction of soil erosion and muddy runoff from a alpine field. The STDC is the one that can take a role of grit chamber by installing the shield made of woods in the concrete channel. The study was conducted 8 kinds of stages according to the amount of soil loss and the inflow. Evaluation factors were ss concentration, turbidity and reduced soil. The results of study showed lessness of ss concentration and turbidity from the lower spot than the upper spot. The average reduction rate of ss concentration was 74 % and the average reduction rate of turbidity was 62 %. It was turned out that the performance related soil loss and muddy runoff of the STDC is effective. The governance was needed to expect the effectiveness of the STDC.

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
    • /
    • v.27 no.10
    • /
    • pp.1052-1057
    • /
    • 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.

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
    • /
    • v.38 no.3 s.113
    • /
    • pp.322-333
    • /
    • 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
    • /
    • v.33 no.2
    • /
    • pp.77-84
    • /
    • 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.

A Study on the Development of a Treatment Process for Phenolic Wastewaters (Phenol 폐수(廢水)의 처리공법(處理工法) 개발(開發)에 관한 연구(硏究))

  • Cho, Kwang Myung
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.2 no.1
    • /
    • pp.19-31
    • /
    • 1982
  • The purpose of the research is to investigate the applicability of the filter activated sludge process for the treatment of toxic phenolic wastewaters. The experiment for the research was carried out by continuously feeding synthetic phenol wastewater for four periods, and the results show that a synthetic fiber filter is an adequate material for filter activated sludge process when taking consideration of durability, SS removal efficiency and wastewater permeability. The permeability of the filter sharply decreases when the temperature of the reactor is below $10{\sim}15^{\circ}C$ for a long period. In filter activated sludge process, even under high volumetric loading conditions, high phenol removal efficiencies can be attained due to the high microbial sludge concentration in the reactor and consequently low F/M ratio. In this research, the effluent phenol concentration were checked to be below $0.1mg/{\ell}$ at the influent phenol concentrations of $63{\sim}468mg/{\ell}$. During the research very low microbial yield coefficients, 0.035~0.160 kg SS/kg COD removed, were observed and the temperature coefficient for aerobic sludge digestion was measured to be 1.021.

  • PDF

Advanced Treatment of Piggery Slurry Using Micro Ozone Bubble, UV, Ultra Sonic and Hydroxy Peroxide (미세기포화 오존과 자외선, 초음파, 과산화수소를 이용한 돈분뇨 슬러리 고도처리)

  • Jeong, K.H.;Kim, J.H.;Kwag, J.H.;Jeong, M.S.;Lee, K.H.
    • Journal of Animal Environmental Science
    • /
    • v.15 no.3
    • /
    • pp.209-216
    • /
    • 2009
  • The aim of this study was to investigate the removal effects of the color, nutritive salts and other pollutants on piggery slurry by advanced oxidation process (AOP) system. The experimental AOP system was designed to treat 300 L of piggery slurry per hour. To enhance oxidizing power of the experimental APO system, a ultraviolet irradiation system and the ultrasonic system were attached to the AOP system. With 5 min ultrasonic treatment, COD, SS and T-N concentrations were changed from 210, 820, and 309 to 200, 760, and 262 mg/L, respectively. With 10 min ultrasonic treatment, SS and T-N concentrations tended to decrease but T-P concentration was not changed. With the treatment of both ozone and ultrasonic waves for 30 min, COD, SS, T-N and T-P decreased from 238, 900, 400, and 5 to 165, 540, 263, and 4 mg/L, respectively. With the treatment of both ozone and ultraviolet irradiation for 30 min, COD, SS, T-N and T-P decreased from 321, 340, 204, and 15 to 151, 140, 111, and 7 mg/L, respectively, and color was changed from 4,344 to 624.

  • PDF