• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.710-715
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• 2004

There are a lot of manholes such as for water supply, sewage, telecommunication cable, traffic sign, electricity supply, and rainwater, etc. Conventional manholes installed on a road are impossible to adjust height, so that they should be entirely excavated to reinstall or repair. This entire excavation of a manhole causes too much time-consuming work, waste of resources, and obstruction of traffic. In this study, in order to solve the above mentioned problems, a cover, outer and inner parts of a manhole are integrated by gear-shaped parts located between outer and inner parts of a manhole. Mechanical design is performed to determine dimension of gear-shaped parts by Taguchi orthogonal array table. Cast molds for a gear-shaped manhole are also manufactured.

• 한국방재안전학회논문집
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• 제13권4호
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• pp.75-92
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• 2020

일반적으로 물수지 분석 시 공급에 해당되는 회귀수량의 경우 용수별 회귀율을 일률적으로 정하여 산정하는 방법을 채택하고 있어 정확한 가용유량을 산정하지 못하는 한계를 갖고 있다. 이에 본 연구에서는 회귀수 중 하·폐수에 초점을 두었고 인공신경망 등의 기계학습 모형을 적용하여 하수종말처리장의 방류량 예측 모형을 개발하였다. 시계열 자료예측 시 사용되는 주요 기계학습 모형인 LSTM (Long Short-Term Memory), GRU (Gated Recurrent Units), SVR (Support Vector Regression)모형을 적용하였으며 관측 값과 예측 값을 비교하는 오차지표를 통하여 방류량 예측의 최적의 모형을 선정하였다. 모형 적용 결과, GRU 모형의 평균제곱근 오차(Root Mean Square Error, RMSE)는 LSTM 모형과 SVR 모형보다 작으며 Nash-Sutcliffe 계수(NSE)는 LSTM 모형과 SVR 모형보다 큰 것을 확인하였고, 이를 근거로 하수종말처리장의 방류량 예측에 최적모형은 GRU 모형이라고 판단하였다. 다만, 극값에서는 예측 값이 과소 및 과대 산정되는 경향을 보여 추후 예측 정확도 향상을 위해서는 극한사상에 대한 추가자료 구축 및 입력 자료의 최소시간단위를 축소하는 것이 필요할 것으로 판단되었다. 또한, 예측하고자 하는 대상지의 용수이용량을 검토하고 계절적 영향을 반영할 수 있는 추가인자를 고려하게 되면 기후변동성에 대비하여 정확한 방류량 예측이 가능하며 예측 결과를 토대로 종합적인 하천수 사용관리 및 물이용 계획 수립을 위한 기초자료로 활용될 수 있을 것으로 기대된다.

• 대한토목학회논문집
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• 제41권4호
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• pp.387-397
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• 2021

우리나라 농업용수 공급은 대부분 저수지를 통한 공급 방법을 채택하고 있어 그 의존도가 매우 높다. 이에 적용 가능한 대체 수원을 활용하여 저수지 의존도를 경감시키고 안정적인 농업용수 공급이 이루어져야 한다. 따라서, 본 연구에서는 토지이용 별 시나리오를 구성하여 대체 수원인 빗물과 하수재이용수를 활용한 최적의 용수공급방안에 대하여 분석하고 빗물 이용시설의 최적 용량을 결정하는 연구를 수행하였다. 분석 결과 기존 논농사 지역을 하우스로 변경하여 빗물을 최대로 활용할 경우 안정적인 공급이 이루어졌고, 실제 빗물을 활용하고 있는 농장에서 1 mm의 강우에 약 0.82 ton의 용량이 필요한 것으로 분석되었다. 이에 최적의 시나리오를 MODSIM을 통해 결정한 빗물 저류 용량과 실제 모니터링을 통해 결정한 저류 용량을 집수면적당 저류 용량 비율로 분석한 결과 각각 약 31, 32 %로 유사하게 나타났으며, 빗물 이용시설의 최적 용량은 약 5,796,000 ton ~ 6,182,400 ton 으로 분석되었다.

• 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.

• 한국환경복원기술학회지
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• 제9권3호
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• pp.39-50
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• 2006

In this study, the water quality investigated during 2002s to 2004s for Anyang river and its affluent that was based on biological and chemical methods as well as ecological index of each streams. The improving of water quality and the multiplicity of specious in the most streams except for Anyang, which was due to the improving of water quality and water resource. The seasonal dry states are completely disappeared, but water quality of Anyang main stream was classified as fifth grades water with BIP 8.51~10.00 and BOD 8.16~14.4mg/l in Anyang stream overall. And alpha-mesosaprobic in upper, mid parts and polysaprobic in down parts of Anyang main stream are appeared according to Saprobien system, respectively. The water supply of treated sewage is appeared that upgrading effects of water quality in Anyang main stream and affluents of Anyang city area, but the practical effects of "Saving Anyang River" could not gained because the water quality of other branches in upstream parts than upstream measuring point of Anyang main stream, Wanggok stream Sanbon stream in Gunpo and Eeiwang cities, was not improved.

• 상하수도학회지
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• 제31권3호
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• pp.249-256
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• 2017

Recently, application areas based on M2M (Machine-to-Machine communications) and IoT (Internet of Things) technologies are expanding rapidly. Accordingly, water flow and water quality management improvements are being pursued by applying this technology to water and sewage facilities. Especially, water management will collect and store accurate data based on various ICT technologies, and then will expand its service range to remote meter-reading service using smart metering system. For this, the error in flow rate data transmitting should be minimized to obtain credibility on related additional service system such as real time water flow rate analysis and billing. In this study, we have identified the structural problems in transmitting process and protocol to minimize errors in flow rate data transmission and its handling process which is essential to water supply pipeline management. The result confirmed that data acquisition via communication system is better than via analogue current values and pulse, and for communication method case, applying the industrial standard protocol is better for minimizing errors during data acquisition versus applying user assigned method.

• 에너지공학
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• 제11권2호
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• pp.106-113
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• 2002

급격히 증가하는 에너지 수요에 비해, 현재 주에너지원인 화석에너지나 원자력은 지구 온난화 및 핵폐기물 등의 환경오염 문제로 인해 그 공급을 계속적으로 증가시키는 데에는 많은 제약을 받고 있다. 이러한 에너지 공급의 한계를 극복하기 위해서는 풍부한 자연에너지를 활용할 필요가 있는데, 최근의 열펌프 기술의 발전과 더불어 하천수·해수 하수처리수 등의 온도차에너지에 대한 미활용에너지의 활용지술의 기대가 크게 증가되고 있다. 따라서 미활용에너지의 활용을 위한 기초자료를 확보하기 위하여 열원별·지역별 미활용에너지의 부존량 및 이용가능량을 조사·산정하고, 미활용에너지의 이용가능성에 대하여 평가하였다.

• Water Engineering Research
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• 제6권4호
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• pp.179-187
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• 2005

This paper introduces the Cheonggye-cheon restoration project. The restoration project aims to revive the 600-year-old city of Seoul by recovering the historical heritage, guaranteeing safety from the deteriorated covering structures, creating the environment-friendly space, and revitalizing the neglected city centers. In order to understand the current hydrological cycle of the Chenggye-cheon watershed, the annual water balance of the region was calculated using the observed data including precipitation, runoff, water supply and sewage, and the changes in the groundwater level. The $2001{\sim}2002$ data were used to calibrate the WEP, and the $2003{\sim}2004$ data were used to verify the WEP. The calibration and validation results for the flood hydrograph how a reasonable value (at Majanggyo station, the R2 for the calibration period was 0.9, and that for the validation period was 0.7). According to the annual water balance of the Cheonggye-cheon watershed for 2004, the amount of surface runoff, infiltration, and evapotranspiration was 1,097mm, 216mm and 382mm, respectively, for an annual precipitation of 1,499mm. The application results from WEP, a distributed hydrological model, provide more detailed information of the watershed, and the model will be useful for improving the hydrological cycle in urban watershed.

• 한국물환경학회지
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• 제25권1호
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• pp.26-36
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• 2009

Combined sewer system (CSS) has been built in the most urban areas across the nation. During dry weather conditions, CSS works fine. But during heavy rain storms, combined sewage frequently overflows into the stream. This study simulated the hydrologic cycle and pollutant loads (BOD, SS, TN and TP) in the Mokgamcheon watershed considering combined sewer overflows (CSOs). PC storm water management model (PCSWMM) was used for continuous simulation and CSOs are considered using the flow divider. Sensitivity analysis, calibration and verification for water quantity and quality are carried out. To verify CSOs, field measurements of CSOs are compared with simulated results. As a result, 41.3% of precipitation flows into the stream directly and 1.1% of water supply flows into stream as CSOs. 6.5% of BOD total loads, 12.0% of SS, 13.6% of TP, and 29.2% of TN are from CSOs. This result will be effective to the integrated watershed management for sustainability.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2006년도 추계학술대회
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• pp.503-506
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• 2006

Recently, small hydropower attracts attention because of its clean renewable and abundant energy resources to develop. However, suitable turbine type is not normalized yet in the range of small hydropower and it is necessary to study for the effect ive turbine type. Moreover, relatively high manufacturing cost by the complex structure of the turbine is the highest barrier for developing the small hydropower turbine. Therefore, this study is trying not only, to classify the type of current operating turbines installed in the domestic power plants and turbines supplied in Japan by Japanese manufacturer but also, to examine the practical turbine type and installation site to extract the small hydropower energy effectively.