• 제목/요약/키워드: water management control

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점원 오염부하 제어에 의한 광양만의 수질관리 (Water Quality Management of Kwangyang Bay by Point Pollution Source Control)

  • 이대인;박청길;조현서
    • 한국해양환경ㆍ에너지학회지
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    • 제4권3호
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    • pp.28-39
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    • 2001
  • 광양만의 수질현황을 파악하고 환경변동에 따른 수질을 예측해서 부영양화를 억제하고 수질 환경회복을 위한 적절한 수질관리대책을 제시하기 위해서 생태ㆍ유체역학 수치모델을 이용하였다 광양만에 대한 점원 오염부하량의 약 90%가 폐수배출부하량이 차지하는 것으로 나타났으며, 부영양화 기준인 Chl. α 10㎍/L이하와 해역수질환경기준 II등급인 COD 2㎎/L이하를 지속적으로 유지하기 위해서는 현재의 점원 오염부하량의 약 35%이상 저감하는 대책이 요구되는 것으로 예측되었다.

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이수-치수-수질을 고려한 기후변화 대응 로버스트 기반 담수호 관리 평가 (Evaluation of estuary reservoir management based on robust decision making considering water use-flood control-water quality under Climate Change)

  • 김석현;황순호;김시내;이현지;곽지혜;김지혜;강문성
    • 한국수자원학회논문집
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    • 제56권6호
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    • pp.419-429
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    • 2023
  • 본 연구의 목적은 미래 기후변화에 따른 담수호의 종합적 수자원 관리를 위하여, 이수-치수-수질을 모두 고려한 평가지표를 설정하고, 로버스트 의사결정 기법을 활용하여 담수호 관리수위 별 변화를 분석하고 평가하는데 있다. 기후변화에 따른 유입량 변화와 이에 따른 호소 수문, 수질 변화를 모의하기 위해 유역-호소 연계모델을 활용하였다. 관리수위는 -1.7 El.m부터 0.3 El.m 까지 5개의 대안을 설정하고 ACCESS-CM2 a Global Climate Model의 SSP1, 2, 3, 5 시나리오에 따른 변화를 평가하였다. 로버스트 의사결정을 위해 기간신뢰도 기반 이수-치수-수질 지표를 성과지표로 산정하고, 후회도를 결정지표로 최소의 최대후회도를 가지는 대안을 산정하고자 하였다. 대안 별 평가 결과 -1.2 El. m가 최적 관리수위로 산정되었다. 관리수위를 높게 설정할수록 치수적 실패에 낮게 설정할수록 이수적 실패에 가까워지는 것으로 나타났으며, SSP5 시나리오에서 가장 많은 실패가 발생하였다. 수질 부문에서는 관리수위를 상승시킬수록 저수지 체적 증가로 수질 변화가 적게 나타났으며, 낮출수록 수질 변화가 크게 나타났다. 하지만 현재 담수호의 수질 상태가 좋지 않아 관리수위를 상승시켜 수질 변화가 적었을 때 실패가 더 자주 발생하였다.

수질오염총량관리제에서 난분해성 유기물질 관리 필요성 및 개선방안 (Necessity of Refractory Organic Matters Management in Total Maximum Daily Loads (TMDLs))

  • 박재홍;박배경;이재관;류덕희
    • 한국물환경학회지
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    • 제29권3호
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    • pp.393-399
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    • 2013
  • To control organic matters, it needs to manage not only biodegradable organic matters but also refractory organic matters. Refractory organic matters from municipal wastewater, industrial wastewater, non-point sources and etc., have been continuously discharged to the near watersheds. It is estimated that the refractory organic matter ratios are continuously increased in waterbody. In watersheds of the Total Maximum Daily Loads (TMDLs), it was investigated that COD/BOD ratios increased in many unit watersheds of the 4 major river basins. The portions COD/BOD ratios increased were found to be a 97% of Geum River unit watersheds, a 81% of Yeongsan/Seumjin River unit watersheds, a 78% of Nakdong River unit watersheds, a 70% of Han River unit watersheds, respectively. Therefore, it has become important for establishment of effective management strategies to control refractory organic matter in watersheds of the Total Maximum Daily Loads (TMDLs). In order to properly manage organic matters including refractory organic matters, the present organic indicator (BOD) has to be converted to TOC (or COD). Compared to COD and BOD, TOC, as a organic matter indicator, is evaluated more appropriate.

강우유출오염부하를 고려한 호수수질모델링 (Lake Water Quality Modelling Considering Rainfall-Runoff Pollution Loads)

  • 조재현;강성효
    • 환경영향평가
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    • 제18권2호
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    • pp.59-67
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    • 2009
  • Water quality of the Lake Youngrang in the Sokcho City is eutrophic. Jangcheon is the largest inflow source to the lake. Major pollutant sources are stormwater runoff from resort areas and various land uses in the Jangcheon watershed. A storm sewer on the southern end of the lake is also an important pollution source. In this study, water quality modelling for Lake Youngrang was carried out considering the rainfall-runoff pollution loads from the watershed. The rainfall-runoff curves and the rainfall-runoff pollutant load curves were derived from the rainfall-runoff survey data during the recent 4 years. The rainfall-runoff pollution loads and flow from the Jangcheon watershed and the storm sewer were estimated using the two kinds of curves, and they were used as the flow and the boundary data of the WASP model. With the measured water quality data of the year 2005 and 2006, WASP model was calibrated. Non-point pollution control measures such as wet pond and infiltration trench were considered as the alternative for water quality management of the lake. The predicted water quality were compared with those under the present condition, and the improvement effect of the lake water quality were analyzed.

초고압수를 이용한 노면표시 자동제거 장비개발을 위한 제어시스템 및 노면최적조건에 대한 연구 (DEVELOPMENT OF A CONTROL SYSTEM FOR AN AUTOMATIC ROAD SIGN REMOVING EQUIPMENT USING HIGH PRESSURE WATER-JET)

  • 권순욱;김균태;한재구
    • 한국건설관리학회논문집
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    • 제5권4호
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    • pp.139-146
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    • 2004
  • Resent removal work for road signs has been labor intensive and required times since it has been done manually using shaving type equipment. While traditional process is conducting, there are traffic jams caused by the passing control, and happened unexpected accidents to workers working at dangerous road circumstance. Besides, in current shaving method, there are high potentialities on the air pollution as well as the explosive accident occurred by using a propane gas. So, as an alternative, we have studied to develop the automatic erasing equipment made up with a high pressure water-jet system and automatic control system, mobile system; Wate-rjet system consists of an intensifier and nozzles to give a high pressure and spray on the sign, and automatic control system is composed of one axis robot using a hydraulic servo actuator controlled by a lever, And as a mobile system, a truck plays an important role for the transport of equipment and the forward movement in a removal process. In this paper, we have analyzed the characteristics of road signs and have investigated current erasing methods in the field. And we have organized and designed automatic erasing equipment, and we have made a basic experiment to find out the optimal spray condition as like the spray distance, spray angle and injection pressure.

불규칙한 정보 프로세스를 위한 퍼지제어 시스템 개발 (- Development of Fuzzy Control System for Process with Irregular Information System -)

  • 박주식;김길동;강경식
    • 대한안전경영과학회:학술대회논문집
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    • 대한안전경영과학회 2003년도 추계학술대회
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    • pp.185-198
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    • 2003
  • This study is to develop and operate the R-FCE(Real-time Fuzzy Control Expert System) model on the SBR(Sequency Batch Reactors) type sewage disposal facility which is for the environmental problem of future and the effective treatment. It is the system that regularly handles the input, output information in real time by the Fuzzy control IF-THEN rule. Nowadays the water pollution caused by the increase of population and the industrialization already exceeds the purifying ability of nature and is getting worse. The sewage disposal facility needs an expert having wide experience and know-how because the quality or quantity of inflow water is so irregular that the process of sewage disposal is difficult. In the nation, however, the accumulation of technology is so weak because field-operators avoid the long-term duty. So the accurate and speedy decision or control of field are difficult in the case of emergency situation.

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Development of Data-Flow Control Algorithm of Wireless Network for Sewage Disposal Facility

  • Jung, Soonho;Shin, Jaekwon;Kang, Jeongjin;Lee, Seungyoun;Lee, Junghoon
    • International journal of advanced smart convergence
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    • 제4권2호
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    • pp.14-19
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    • 2015
  • Recently, water sewage disposal facilities are able to manage real-time data collection and record management through compact broadband modem LAN switching technology. Therefore, it needs more stable and efficient facility management. So, we required practical use of environmental facilities convergence based on broadband integrated modem. In this paper, we proposed short distance wireless communication network of compact broadband modem for sewage disposal facilities. And it received data inside of water treatment facility using the two communication methods (IEEE802.11x and IEEE802.15.4x). Then, our proposed an data-flow control algorithm of wireless network technology will prioritize processing data when emergency happen through collecting data, analysis data and processing. Lastly, we proved usefulness by experiment and simulation analysis.

APID공정 내 공정진단을 위한 dynamic $\bar{x}$-R 관리도의 적용 (Application of Dynamic $\bar{x}$-R Control Chart for Advanced Phase Isolation Ditch (APID) Process)

  • 안상우;곽성근;정영욱;정무근;박재우
    • 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.

수질오염총량관리제 실효성 제고를 위한 제도개선 및 추진 방향 (Improvement and Implementation to Enhance the Effectiveness of the Total Pollution Load Control System)

  • 김석규;오승영;박수영;나은혜;김용석
    • 한국물환경학회지
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    • 제39권4호
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    • pp.343-355
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    • 2023
  • After the implementation of the total pollution load control system, the effect of improving river water quality by expanding investments in basic environmental facilities, inducing operational efficiency, and reducing the load of various pollutants was clear. However, since the implementation of the system, the management of non-point pollutants has been neglected; management focused on specific substances (biochemical oxygen demand (BOD) and total phosphorus (T-P)) and lacked specific cause analysis and action plans, failed to establish a relationship between water quality and pollution load, failed to reflect stakeholder demands for river water quality management, and failed to apply technical conditions. Therefore, to overcome the limitations raised and achieve a practical and efficient advanced total pollution system, the current system was partially improved and will continue to be improved. This study analyzed the performance and limitations of the total pollution system and introduced recent improvements and the contents that are being improved. The main contents included reducing emissions and reduction monitoring, using water quality tele-monitoring system (TMS) data and self-measurement data, adding population-inducing facilities, and adjusting regional development projects from 20 to 30 multi-family housing units, currentizing each pollutant source according to the roadmap. If the system is improved in a developmental direction and responds to various changes, it will be a more practical and effective policy.