• 제목/요약/키워드: Water Efficiency

검색결과 6,704건 처리시간 0.033초

DEA 및 맘퀴스트 지수를 이용한 전라북도 지방상수도 효율성 사례분석 (Case Study on the Jeollabuk-do Local Water Supply Efficiency by using DEA and Malmquist Index)

  • 최경호;조정근
    • 디지털융복합연구
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    • 제12권12호
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    • pp.571-580
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    • 2014
  • 우리나라의 상수도 사업은 규모의 영세성, 지역에 따른 경영과 서비스의 불균형, 지역 간 수자원의 이용 및 관리에 있어 불합리한 문제점 등 취약한 산업구조로 인해 효율이 낮은 실정이다. 본 연구에서는 자료포락분석(data envelopment analysis)을 활용한 효율성 분석 및 맘퀴스트(Malmquist) 지수 그리고 통계적 방법을 통해 전라북도 지방상수도 사업소의 생산성 변화를 탐색적으로 파악해 보았다. 그 결과 규모 효율성이 1인 사업소가 6개로 나타났으며, 주로 군 단위 사업소에서 평균 이하의 생산성지수를 보임으로써 이들 사업소들은 생산성 증가를 위한 노력을 경주할 필요가 있음을 알 수 있었다. 본 연구는 DEA뿐만 아니라 맘퀴스트 생산성 분석을 통하여 생산성의 변화를 측정한다는 점에서 선행연구들과 차별화되는 바, 전라북도 지역 상수도 부문의 효율성을 제고하는데 기여할 것으로 사료된다.

모래여과를 이용한 도시하천유지용수의 MBAS 제거 효율 평가 (An Assessment on Efficiency of MBAS Removal in Urban Stream Maintenance Water by Using Sand Filtration)

  • 김홍배;안경수
    • 한국습지학회지
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    • 제8권2호
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    • pp.45-51
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    • 2006
  • 우리나라 대부분의 하수처리장에서는 영양염류 및 MBAS의 제거를 위하여 생물학적 고도처리시설과 모래여과시설을 설치하여 운영하고 있다. 그러나 미처리된 영양염류 및 합성세제가 수계에 그대로 유입되어 하천에 사상성부착조류의 발생 및 하천의 자정작용을 방해하여 물에서의 이 취미 발생과 거품 때문에 미관상 불쾌하여 하수처리수를 도시하천유지용수로 재이용하는 G 하수처리장을 실험 대상으로 하여 모래여과시설에 대한 MBAS 제거효율을 파악하고자 본 연구를 실시하였다. 그 결과 모래여과를 이용한 MBAS의 최대 제거 효율은 24시간이 지난 후에 63% 정도로 나타났고 특히, 2시간 내지 4시간이 경과한 후의 MBAS 제거 효율도 30% 정도로 그 효과는 아주 적은 것으로 나타났다. 결론적으로 모래여과를 이용한 MBAS 제거는 여과지속시간이 장시간 소요되어 시설부지의 대규모화 등 경제성이 부족하고 제거 효율도 거의 기대에 미치지 못하여 앞으로 하수처리수를 하천유지용수로 재이용하는 하천에서는 MBAS 제거를 위해서는 모래여과시설보다는 다른 공법의 연구와 대책이 필요할 것으로 판단되었다.

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생물막 담체를 이용한 실험실 규모 $A_{2}O$공법의 시스템 변형에 따른 고도처리 성능 평가에 관한 연구 (The Study on Evaluating Performances of Lab Sacle-Advanced $A_{2}O$ with Changing System Using Biofilm Process)

  • 김민식;강구영
    • 상하수도학회지
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    • 제26권2호
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    • pp.209-218
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    • 2012
  • Recently, as reinforced water quality standards for wastewater has been announced, more efficient and more powerful wastewater treatment processes are required rather than the existing activated sludge process. In order to meet this demands, we evaluate Task 1-4 about lab scale $A_{2}O$ process using biofilm media. Task 1, 2, and 3 use 'Module A' which has 4 partitions (Anoxic/Anerobic/Oxic/Oxic). Task 4 uses 'Module B' which has 2 partitions including a denitrification reactor with an Inclined plug flow reactor (IPFR) and a nitrification reactor with biofilm media. The denitrification reactor of Module B is designed to be upward flow using IPFR. The result of evaluating at each Task has shown that attached growth system has better capacity of removal efficiency for organic matter and nitrogen with the exception of phosphorus. Task 4 which has the most outstanding removal efficiency has 90.5% of $BOD_{5}$ removal efficiency, 97.8% of ${NH_4}^{+}-N$ removal efficiency, 65% of T-N removal efficiency and 92% of T-P removal efficiency with additional chemical phosphorus removal system operated at HRT 9hr, Qi:Qir 1:2, and BOD/T-N ratio 2.7.

DAF 공정을 이용한 축산폐수의 고형물 분리와 부상특성 (Solid Separation and Flotation Characteristics of Livestock Wastewater Using DAF Process)

  • 강병준;유승준;이세일;곽동희
    • 상하수도학회지
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    • 제22권3호
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    • pp.359-366
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    • 2008
  • The series of experiments under the various conditions were carried out to evaluate the feasibility of dissolved air flotation (DAF) as an alternative of conventional gravity sedimentation (CGS) and to investigate the decrease of the loadings following to biological wastewater treatment processes in livestock wastewater system. On the basis of the experiment result between CGS and DAF processes, for the other water quality criteria as well as suspended solid the removal efficiency of DAF process was about 20~25 % better than CGS process on average. In addition, the particle removal efficiency of DAF process became higher in proportion as the increase of air to solid (A/S) ratio and the general wastewater treatment efficiency of DAF process was enough to meet the requirement of loading decrease to following biological process even at low A/S ratio range. Though DAF process is widely known as an solid separation unit, there was not the notable relationship between particle separation efficiency and several pollutant removal efficiencies like $COD_{Cr}$ and nutrients (T-N, T-P). Assume that the $COD_{Cr}$ was removed as the fraction of particle separation in this experiment, the removal efficiency of T-N and T-P were sensitive to removal efficiency of $COD_{Cr}$, especially.

액체식 PV/Thermal 복합모듈의 성능실험연구 (An Experimental Study of a Water Type PV/Thermal Combined Collector Unit)

  • 이현주;김진희;김준태
    • 한국태양에너지학회 논문집
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    • 제27권4호
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    • pp.105-111
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    • 2007
  • Hybrid PV/Thermal systems consisting of photovoltaic module and thermal collector can produce the electricity and thermal energy. The solar radiation increases the temperature of PV modules, resulting in the decrease of their electrical efficiency. Accordingly hot air can be extracted from the space between the PV panel and roof, so the efficiency of the PV module increases. The extracted thermal energy can be used in several ways, increasing the total energy output of the system. This study describes a basic type of PV/T collector using water. In order to analyze the performance of the collector, the experiment was conducted. The result showed that the thermal efficiency was 17% average and the electrical efficiency of the PV module was about $10.2%{\sim}11.5%$, both depending on solar radiation, inlet water temperature and ambient temperature.

기숙사 태양열 급탕시스템의 열성능에 관한 실증연구 (An Experimental Study on the Solar Hot Water Heating System for the Dormitory of University)

  • 신우철;백남춘;곽희열;주현로
    • 한국태양에너지학회 논문집
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    • 제26권2호
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    • pp.103-109
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    • 2006
  • The Purpose of this work is to investigate a long-term thermal performance of active solar hot water heating system for the dormitory of university. For this, monitering system including temperature sensors, flow-meters was installed in this system. Measurement was continued for 13 months between April 1st 2004 and May 31th 2005. As results, hot water demand, daily and monthly hot water load distribution which are necessary for the solar system design were suggested. Also thermal stratification in solar buffer tank was observed in the point of increasement of system efficiency. The yearly solar fraction and system efficiency of this system are about 29.5% and 44.9% respectively.

Pulse UV 장치를 이용한 먹는 물의 이취미 유발물질 제거효과에 관한 연구 (Removal of taste and odor causing compounds in drinking water using Pulse UV System)

  • 손진식;박순호;정의택
    • 상하수도학회지
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    • 제26권2호
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    • pp.219-228
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    • 2012
  • Problems due to the taste and odor in drinking water are common in treatment facilities around the world. Taste and odor are perceived by the public as the primary indicators of the safely and acceptability of drinking water, and are mainly caused by the presence of two semi-volatile compounds-2-methylisoborneol(2-MIB) and geosmin. Conventional treatment processes in water treatment plants, such as coagulation, sedimentation and chlorination have been found to be ineffective for the removal of 2-MIB and geosmin. Pulse UV system is a new UV irradiation system that is a non-mercury lamp-based alternative to currently used continuous wave systems for water disinfection. This study shows pulse UV system to be effective in treatment of these two compounds. Geosmin removal efficiency of UV process alone achieved approximately 70% at 10sec contact time. 2-MIB removal efficiency of UV only process achieved approximately 60% at 10sec contact time. The addition of $H_{2}O_{2}$ 7mg/L increased geosmin and 2-MIB removal efficiency upto approximately 94% and 91%, respectively.

Rainwater Harvesting System as an Alternative Water Source

  • Kim, Phil-S.;Yoo, Kyung-H.;Kim, Sun-Joo;Lee, Nam-Ho
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2009년도 학술발표회 초록집
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    • pp.524-528
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    • 2009
  • The objectives of this study were to install RCR systems at a typical single family house and a school in Alabama, and evaluate the feasibility and efficiency of using the RCR systems for water harvesting in Alabama. The RCR systemswere equipped with a control system and a CR10X data logger to monitor the system operation and to collect data on precipitation, temperature, overflow, water depth in the storage tank and daily uses of toilet flushing. Daily average water use of the home for toilet flushing was 95 liter and 2100 liter was used at the school during the school days. Rainwater harvesting efficiency was 83.3 and 89 percent and RCR use efficiency was 18 and 98 percent from the home and the school, respectively. A computer program was developed to estimate potential effectiveness of RCR systems. From the analysis result with 10 years rainfall data, a total of 67,000 liters of rainwater could be harvested for domestic uses from a typical single family house which supplies 190 liters per day.

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다중열원 열회수형 유동층 열교환기의 전열성능에 대한 실험적 연구 (An Experimental Study on Heat Transfer Performance of Fluidized Bed Heat Exchanger for Heat Recovery from Multi-Heat Sources)

  • 박상일;고창복;이영수
    • 설비공학논문집
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    • 제29권2호
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    • pp.57-62
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    • 2017
  • The heat transfer performance of a multi-heat-source fluidized bed heat exchanger was analyzed. The fluidized bed heat exchanger examined in this study can simultaneously recover the waste heat from gas, water vapor, and hot water. The effects of waste water flow rate, gas flow rate, and cooling water flow rate were examined to find their experimental correlations with the heat transfer coefficient. A computer program using the correlations was developed in this study to predict the thermal performance of the fluidized bed heat exchanger. The calculated heat transfer rates of gas, water vapor, waste water, and cooling water were compared with the measured values. It was found that the error of the calculated values was less than 12%.

상수원수 수질개선을 위한 취수장 전염소 투입에 관한 연구 (Prechlorination at Water Intake for the Quality Improvement of Raw Water)

  • 김대현;황수옥;정은재;신창수;유영범;홍승관
    • 한국물환경학회지
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    • 제27권1호
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    • pp.110-114
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    • 2011
  • In this paper, in order to eliminate Limnoperna fortunei inhabiting the water conduction pipeline, prechlorination at the intake station was employed to improve the degradation of water quality due to the high pH of raw water taken at the downstream of Paldang Dam, algal growth, etc.. With the prechlorination concentration of 1.0mg/L at the intake station, the pH in the water well at the treatment plant decreased by 0.4, and with 1.5mg/L, by 0.6. Also, it eliminated Chlorophyll-a by about 95%, and the population of algae by about 49%. Such disinfection by-products (DBPs) as Trihalomathanes (THMs), Haloacetic Acids (HAAs), and Chloral Hydrate (CH) were under the quality standard for potable water, showing no change by the prechlorination, while raising the prechlorination rate from 1.0 up to 1.5mg/L, the DBPs in the water well increased by 1.5 to 3.1 times. As a consequence of testing Kyungan Stream, a branch stream flowing into Lake Paldang, the prechlorination (0.57mg/L, 1.14mg/L, 1.71mg/L) had no effect of eliminating the taste and odor compounds and total organic carbon (TOC) which is the DBPs precursor. As for the efficiency of Geosmin elimination by the rates of prechlorination and powder activated carbonation (PAC), it was found that the higher the concentration of PAC was (30ppm>20ppm>10ppm), the higher the efficiency was; the higher the rate of prechlorination was, the lower the efficiency by PAC was. Therefore, when taste and odor occur from raw water, suspending prechlorination at the intake or lowering the rate was proved to be more effective in eliminating the taste and odor compounds by PAC.