• 대한환경공학회지
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• 제32권6호
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• pp.615-624
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• 2010

낙동강 수계에서의 인공 사향물질들의 검출현황을 조사한 결과, 다환 사향물질인 HHCB, AHTN, AHMI 및 ADBI 4종과 염화 사향물질인 MK 1종이 검출었으며, 본류에서는 HHCB, AHTN 및 MK 3종만이 검출되었다. 낙동강 수계에 검출된 인공 사향물질들의 구성비율을 조사한 결과, HHCB가 50% 이상을 차지하여 가장 높게 나타났고, 다음으로 MK와 AHTN이 높은 비율을 나타내었다. 낙동강 본류에서 가장 높은 검출농도를 나타낸 지점은 고령지점 (고령교)으로 2월과 9월에 각각 280.4 ng/L와 195.3 ng/L가 검출되었고, 지류에서는 진천천 지점으로 2월에 2146.6 ng/L와 9월에 1386.4 ng/L의 검출농도를 나타내었다. 인공 사향물질들은 낙동강 상류부근에서는 거의 검출되지 않았으나 중류부근인 구미 지점부터 하수처리장 방류수의 영향을 받아서 농도가 증가하였고, 금호강과 진천천 (hot spot)의 영향을 많이 받는 고령지점에서 최대농도를 나타낸 후 하류로 갈수록 희석효과에 의해 농도가 점점 감소하였다.

• 한국물환경학회지
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• 제25권5호
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• pp.704-712
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• 2009

Advanced Phase Isolation Ditch (APID) process was studied to develop economic retrofitting technology, for the plants where retrofitting of common activated sludge process is required. In this study, to evaluate and monitor the effluent water quality ($BOD_5$, SS, T-N, and T-P) and operating conditions (Influent, SVI, SRT, and HRT) as process capable and stable parameters for treating municipal wastewater, a demonstration plant was installed and operated in the existing sewage treatment plant of P city. During this study, the average effluent $BOD_5$, SS, T-N, and T-P concentrations were 7.7, 5.6, 10.8, and 1.6 mg/L. Trend analysis of influent $BOD_5$, SS, T-N, and T-P in APID process were illustrated that APID process need for more strong APID process management on the winter session, such as developing new intermediated aeration mode, operating methods, and managements strategy. At the application of control chart, the signal of uncommon effects at APID process was determined much higher existing control chart tntr conventional control chart in this study. These results indicate that conventional control chart has been collected and determined cleary signal at only stable situation. Therefore, newly developed APID process of dynamic control chart can be one of the useful tool for monitoring and management process.

• 한국물환경학회지
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• 제18권4호
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• pp.379-386
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• 2002

In this study, estimation model for iron compound originated from upflow, anaerobic fixed bed reactor, which treats sewage domestic wastewater, was developed. The estimation model was formulated by a mathematical expression which was based on the mass balance. Below the HRT of 60 minute, sulfide concentration combining with iron $FeS_2$ is the highest because the maximum sulfate consumption rate $V_{maxS}$ and half-saturation constant of sulfate $K_{mS}$ exert an important effect on the estimation model as temperature was increased. But increment of $FeS_2$ concentration is weakened above the HRT of 60 minutes and represent the lowest value at the HRT of 108 minutes. It implies that liquid phase distribution ratio of sulfide ${\alpha}r$ becomes lower as temperature was increased. While phosphorus concentration combining with iron $Fe_3(PO_4)_3$ is increased as HRT and temperature are increased, which is affected by phosphorus removal rate constant $k_p$. As the result of estimating the iron concentrations of corrosion by the model, the concentration of iron corrosion is higher than any other at the HRT of 108 minute and $20^{\circ}C$. The predicted values were compared with measured ones at different HRT(13.5, 27, 54, 108 min) and temperature(20, 25, $30^{\circ}C$). The experimental data could be fitted with the simulated curves. Therefore, the mathematical expression could be applicable to design full-scale wastewater treatment plants.

• 대한환경공학회지
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• 제36권2호
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• pp.103-108
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• 2014

하수슬러지의 해양투기 규제에 따른 처리대안으로 석탄화력발전소 보조연료로서의 활용이 제안되고 있다. 슬러지를 석탄과 혼합하여 사용한다면 연료의 조성변화로 인하여 산성가스의 배출특성이 달라질 것으로 예상된다. 본 연구에서는 국내 하수처리장 7곳에서 발생한 하수슬러지를 수거하여 석탄과 혼합한 뒤 실험실 규모의 연소로에서 연소시킨 후 배출되는 질소산화물($NO_x$), 이산화황($SO_2$), 염화수소(HCl), 염소($Cl_2$) 가스를 분석하였다. $NO_x$는 슬러지 혼합에 따른 배출농도 변화가 가장 작았고, $SO_2$는 슬러지를 혼합하여 연소하였을 때 석탄 연소가스와 비교하여 높은 배출농도 증가를 보였다. HCl + $Cl_2$는 슬러지의 염소함량에 따라 서로 다른 배출농도를 보였다.

• 유기물자원화
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• 제24권3호
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• pp.101-108
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• 2016

경기도 포천시 하수처리장에서 수처리후 탈수된 몇 가지 유기성 슬러지내 크롬과 망간 농도에 대하여 조사하였다. 또한, 슬러지 급이량 변화에 따른 줄지렁이(Eisenia fetida) 체내 크롬과 망간의 생물축적에 대하여 고찰하였다. 유기성 슬러지내의 크롬과 망간 농도는 각각 0.0~0.3 mg/kg, 3.6~17.6 mg/kg를 나타내었기에, 이러한 중금속 농도들은 지렁이 개체군에 대하여 급성독성을 유발시키지 않는 것으로 판단되었다. 그리고, 슬러지 급이량 증가에 의하여 지렁이 체내에 크롬의 생물축적이 이루어졌으나 슬러지 공급량에 비례해서 크롬 농도가 증가하지 않았으며, 일정한 농도로 유지되다가 감소하는 경향을 나타내었다. 한편, 망간에 대해서는 생물축적이 거의 일어나지 않았다. 본 실험으로부터 60 g의 슬러지를 공급하였을 때, BAF 값은 망간의 경우 0.00~0.12이었으며, 인분슬러지를 주입하였을 때 BAF 값은 크롬의 롬 경우 19.33를 나타내었다.

• 환경영향평가
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• 제21권4호
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• pp.543-552
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• 2012

Namgang mid-watershed is located in downstream of Nakdong river basin. There are many pollution sources arround this area and it's control is important to manage a water quality of Nakdong river. A target year of Namgang mid-watershed water environment management plan is 2013. To predict a water quality at downstream of Namgang, we have investigated and forecasted the pollutant source and it's loading. There are some plan to construction the sewage treatment plants to improve the water quality of Nam river. Those are considered on predicting water quality. As results, it is shown that the population is 343,326 and sewerage supply rate is 79.2% and the livestock is 1,662,000 in Namgang mid-watershed. It is estimated that the population is 333,980, the sewerage supply rate is 86.9% in 2013. The milk cow and cattle were estimated upward and the pigs were downward by 2013. The generated loading of BOD and TP is 75,957 kg/day and 4,311 kg/day, discharged loading is 18,481 kg/day and 988 kg/day respectively in 2006. It were predicted upward the discharged loading of BOD and TP by 4.08% and 6.3% respectively. The results of water quality prediction of Namgang4 site were 2.5 mg/L of BOD and 0.120 mg/L of TP in 2013. It is over the target water quality at that site in 2015 about 25.0% and 9.1% respectively. Consequently, there need another counterplan to reduce the pollutants in that mid-watershed.

• 한국물환경학회지
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• 제33권6호
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• pp.696-714
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• 2017

Simple material budget models were developed to predict the spring season (March ~ May) water quality for a river-type reservoir Paldang, in the Republic of Korea. These models are available at mixed water bodies whose light intensity is negligible at the bottom. The calculated data from the models fit quite well with field data collected for 30 years, from 1988 to 2017. The apparent settling velocity of total phosphorus was estimated to be $110m\;d^{-1}$. The critical hydraulic load that determines the usability of phosphorus for algal production appeared to be about $2.0m\;d^{-1}$. When a hydraulic load was larger than the critical value, the concentrations of chlorophyll ${\alpha}$ ($Chl.{\alpha}$), chemical oxygen demand (COD), and 5-day biochemical oxygen demand BOD in the reservoir water became insensitive to internal algal reactions. The model analysis showed that the allochthonous COD continued to increase while the allochthonous BOD slightly decreased after 1999. The decrease of allochthonous BOD is due to the expansion of sewage and wastewater treatment plants in the watershed. The increase of allochthonous COD seems to result from the increase in anthropogenic non-point sources as well as the increase in the discharge of natural organic matters due to climate change. Organic matter of algal origin continued to increase until the mid-2000s, but recently it has decreased as the phosphorus concentration has decreased. The COD and BOD of algal origin increased from 35 % and 27 % during 1988 ~ 1994 to 43 % and 40 % during 2000 ~ 2010, respectively, and then decreased to 25 % and 28 % during 2011 ~ 2017.

• 한국물환경학회지
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• 제22권1호
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• pp.37-44
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• 2006

Ecotoxicity assessments of 90 selected effluents of 22 industry types from 2002 to 2004 in Korea were evaluated by a toxic battery of bioassay test using fish Oryzias latipes, invertebrate Daphnia magna, algae Selenastrum capricornutum and bacteria Vibrio fischeri with the physicochemical measurement items and permit concentrations on the present Water Quality Conservation Act in Korea. Total toxic unit (${\Sigma}TU$) of 8 industry types of 22 industry types by the toxic battery appeared in order of the value site as follows; Pigment Dye Manufacturing (${\Sigma}TU$ 217.1) > Textile and Dye (${\Sigma}TU$ 39.3) > Semiconductor Electronic Manufacturing (Small) (${\Sigma}TU$ 25.6) > Wastewater and Sewage Treatment Plants (${\Sigma}TU$ 25.4) > Coating (${\Sigma}TU$ 23.8) > Leather Skin Manufacturing (${\Sigma}TU$ 18.0) > Synthetic Resin Manufacturing (${\Sigma}TU$ 15.6) > Assemble Metal Manufacturing (${\Sigma}TU$ 10.7). Our results demonstrate that ecotoxicity assessment, by bioassay test, is effective and practical for industrial wastewater management for 90 selected effluents with the limitation of the physicochemical permit. Among 90 effluents, 9 samples failed physicochemical permit limitation and 81 passed it. In result of ecotoxicity assessment of 90 effluents by the toxic battery, 76 effluents exhibited ecotoxicity and the others did not. The physicochemical measurement items and permit concentrations on the present Water Quality Conservation Act in Korea were low related to the ecotoxicity value by the toxic battery and appeared limited for water quality management to water-ecosystem and environment-friendly management of water.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2010년도 학술발표회
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• pp.1370-1374
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• 2010

하수종말처리시설은 가정 등에서 배출되는 생활하수를 처리하여 오염물질을 제거한 후 다시 하천으로 물을 되돌려 보내는 시설로 하천수의 수질 측면에서 매우 중요한 역할을 수행하고 있다. 그러나 하천수의 수질 측면뿐만 아니라 수량적인 측면에서도 하수종말처리시설은 하천유량 관리에 있어 중요한 고려사항이라 할 수 있다. 하수종말처리시설을 통해 하천으로 방류되는 물은 비교적 일정한 수준을 유지하고 있으며, 이는 평저수기 및 갈수기 하천유량 관리 측면에서 매우 중요한 의미를 갖는다. 효율적인 하천유량 관리를 위해서는 하천을 중심으로 이루어지는 물 순환 구조에 대해 명확하게 파악할 수 있어야 하며, 하천에서 빠져나가는 물의 양과 하천으로 들어오는 물의 양을 파악함으로써 적절한 하천유량 관리가 이루어질 수 있다. 본 연구에서는 하수종말처리시설에서 하천으로 방류되는 물의 양이 하천유량에서 차지하는 비중을 파악하기 위한 분석을 수행하였다. 이를 위해 하수종말처리시설의 처리수 방류위치를 확인한 후 이를 기준으로 인접한 상 하류 하천구간에 유량자료가 생산되고 있는 수위관측시설을 검토하여 분석을 위한 대상 지점을 선정하였다. 선정된 지점을 중심으로 홍수기(6~9월)를 제외한 기간에 대해 하천유량과 하수종말처리시설의 방류수량을 검토하여 하수처리수의 기여도를 분석하였다. 하천유량과의 비교와 함께 분석 대상 지점에 고시되어 있는 하천유지유량과 비교한 후 그 결과를 제시하였다. 본 연구의 결과를 통해 하수처리수가 하천에 흐르는 유량에 기여하는 정도를 파악할 수 있으며, 이는 하천유량이 상대적으로 적은 평저수기 및 갈수기 하천유량 관리를 위한 기반 정보로 활용할 수 있을 것이다.

• 한국기계가공학회지
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• 제18권10호
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• pp.83-92
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• 2019

A pump is considered to be submersible when a motor and a pump are integrated and operate while submerged in water. Submersible pumps mainly function as rejection pumps to prevent foods in densely populated areas, as cold water circulation pumps in large power plants, as pumps to supply irrigation water, as drainage pumps to prevent flooding of agricultural lands, as water supply intake pumps, and as inflow pumps for sewage treatment. The flow in such turbomachines (submersible pumps) inevitably involves various eddy currents. Since it is almost impossible to accurately grasp the complex three-dimensional flow structure and characteristics of a rotating turbomachine through actual testing, three-dimensional numerical analysis using computational fluid dynamics techniques measuring the flow field, velocity, and the pressure can be accurately predicted. In this study, the shape of the impeller was developed to reduce vibration and noise. This was done by increasing the efficiency of the existing submersible pump and reducing turbulence. In order to evaluate the pump's efficiency and turbulence reduction, we tried to analyze the flow using ANSYS Fluent V15.0, a commercial finite element analysis program. The results show that the efficiency of the pump was improved by 4.24% and the Reynolds number was reduced by 15.6%. The performance of a developed pump with reduced turbulence, vibration, and noise was confirmed.