• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.162-166
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• 2011

하천제방은 가장 치수효과가 높은 홍수방어시설로서 홍수 시 유수를 원활하게 소통시키고 제내지를 보호하기 위해 하천을 따라 축조한 시설이다. 누수에 의한 제방파괴는 제내지 제체에 드러난 포화표면이 결정적인 요인이 되므로 침윤선을 낮추어 제체하부에 위치하도록 해야 하며 누수가 발생한 제방에 대해서는 적절한 보강기법을 적용해야 한다. 본 연구에서는 하천제방 축조 또는 보강 시 누수에 의한 파괴를 방지하기 위한 방법으로 미국 공병단과 일본 국토기술연구센터에서 사용하는 기법 중 하나인 배수공을 두어 침윤선을 조절하는 방법을 적용하였다. 구체적으로 공병단과 일본 국토기술연구센터에서 제시하는 배수공을 가지는 경우의 제방 실험 및 수치 모형 보정 결과를 비교하였다. 침투 수치 모의는 SEEP/W 프로그램으로 검토하였다. 실험에 적용한 제방의 규격은 제방폭 2.6 m, 둑마루폭 0.4 m, 사면경사 1:2, 제방 높이 0.55 m, 수위 0.5 m이다. 배수공이 없는 제방은 사면에서 누수가 발생하였으며, 배수공 바닥폭이 0.4 m인 공병단과 일본 국토기술연구센터에서 제시하는 배수공을 설치하였을 때는 누수가 발생하지 않았다. 같은 배수공 바닥폭을 가지는 공병단과 일본 국토기술연구센터식 배수공을 설치한 제방의 실험을 비교한 결과, 일본국토기술연구센터식 배수공을 설치한 제방의 침윤선이 공병단식 배수공을 설치한 제방보다 낮았다. 즉, 일본 국토기술연구센터식 사각형 배수공이 다소 안정한 것으로 분석되었다.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.425-425
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• 2023

상수도시스템의 지속가능한 운영을 위해서는 에너지를 효율적으로 활용하는 것이 필수적이다. 따라서, 본 연구에서는 상수도시스템에서 고압구간의 압력조절을 통해 에너지 측면의 최적 운영기법을 제안하였다. 제안된 최적 운영기법은 마이크로 터빈을 이용하여 에너지 회수를 통한 압력저하와 이로 인한 누수량 저감을 동시에 고려하였다. 본 연구에서 사용한 최적화기법으로는 Multi-objective harmony search 알고리즘을 사용하였으며, 상수도 시스템에서 마이크로 터빈을 모의하기 위해서 EPANET의 압력조절 밸브 (Pressure reduction valve)를 활용하여 압력강하에 따른 에너지 회수를 고려하였다. 제안된 최적운영 기법을 검증하기 위해 Benchmark networks (e.g., 5-nodes network, 25-nodes network)을 적용하였으며, 본 연구를 통해 마이크로 터빈의 최적 규모와 설치위치, 개수를 결정할 수 있으며, 이에 따른 에너지 회수와 누수감소 측면에서 상수도시스템의 지속가능한 운영에 효과적으로 이용될 수 있을 거라 기대된다.

• The Journal of the Korea Contents Association
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• v.6 no.11
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• pp.310-316
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• 2006

Leakage of waterworks pipe line net cause loss of water resources, additional foundation of pressurization facilities from pressure loss and soil weakening near leaked pipe line, etc.. This makes it difficult to maintain and manage waterworks pipe line net and so cause serious economic loss. The rate of accounted water can be improved by monitoring always water pressure and flux, and so on. from isolated region, preparing positively against leakage accident and preventing leakage from occurring. Actually after isolating region, average rate of accounted water in this region went up 88.94% by continuously monitoring control of water pressure and inflow rate. It is about 9.44% higher than that of Busan metropolitan city in 2003, 79.5%.

• Proceedings of the KAIS Fall Conference
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• 2011.05b
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• pp.947-950
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• 2011

기존의 밸브 수압측정기는 압력조절을 수동으로 조절함으로서 정확한 압력측정을 할 수 없는 불편함이 있었다. 이를 밸브의 수압측정 시 압력조절센서를 이용하여 압력조절을 안전하고 정확하게 개선한다. 또한 3차원 유한요소 코드인 ANSYS를 활용하여 설계된 수압측정기에 대하여 구조해석을 수행하여 수압측정기 내부압력에 따른 내부누수, 응력, 변형률, 총변형량 등을 구하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.260-266
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• 2009

Non-revenue water reduction(NRW) technologies are implemented to evaluate and manage leakages scientifically in water distribution systems under local governments. A development of quantitative leakage indicator by measuring minimum night flow, pressure control policy by installation of PRV(pressure reducing valve) and the establishment of leakage prevention schemes by residual life modeling of deteriorated water pipes are reviewed and studied. Estimation models of allowable leakage are developed by measuring and analyzing minimum night flow at residential and commercial area in Nonsan city, which is suggested from UK water industry and can improve an existing leakage indicator for the evaluation of non-revenue water. Also, pressure control method is applied and analyzed to Uti distribution area in Sacheon city in the operation aspect. As results, $466\;m^3/day$ of leakage can be reduced and it is expected that 113million won of annual cost can be saved. In the part of corrosion velocity and residual life assessment, non-linear prediction models of residual thickness are proposed by assessment of corrosion velocity based on exposure years, soil and water quality etc., since the deteriorated water pipe play a major role to increase leakage. It is expected that collection data and analyzing results can be applied effectively and positively to reduce non-revenue water by accumulating surveying data and verifying the results in the business field of water distribution systems under local governments.

• Proceedings of the Korea Contents Association Conference
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• 2005.11a
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• pp.115-118
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• 2005

Leakage of waterworks pipe line net cause loss of water resources, additional foundation of pressurization facilities from pressure loss and soil weakening near leaked pipe line, etc. This is difficult to maintain and manage waterworks pipe line net and to cause serious economic loss. Rate of accounted water is better by monitoring always water pressure and flux, etc. from isolated region, positively dealing with leakage accident and preventing leakage from occurring. Actually after isolating region, average rate of accounted water in this region is 88.94% by continuously monitering control of water pressure and inflow rate. It is about 9.44% more than that of Busan metropolitan city in 2003, 79.5%.

• Journal of Korean Society of Water and Wastewater
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• v.18 no.3
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• pp.279-290
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• 2004

Sludge quantity has increased at "A"water treatment plant due to deterioration of raw water quality and GAC installation. Increased sludge resulted in overloading on sludge handling facilities. The object of this study is to survey sludge quantity and capacity of sludge handling facilities at "A"water treatment plant. Measured quantity of sedimentation sludge considerably exceeded the design capacity of sludge holding basin. Sludge holding basin was properly designed, but low concentration of sludge discharged from sedimentation basin caused production of large volume of the sludge. Timer operated control system for sludge withdrawal unit and leakage through a control valve were suspected to cause the low concentration. Augmentation of the control system by a turbidity meter and addition of a new control valve successfully reduced the sludge volume enough to satisfy the design capacity of sludge holding basin. Unlike sedimentation sludge, measured quantity of washwater was considerably less than the design capacity of washwater basin because it was over-designed.

• Journal of Ginseng Research
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• v.27 no.4
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• pp.202-206
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• 2003

This study was conducted to compare the growth status of aerial parts, photosynthesis and microclimate between fixing light transmittance (Control) and changing light transmittance (C.L.T.) during ginseng growing seasons. Control showed 8％ light transmittance rate during growing seasons. But C.L.T. showed 18％ light transmittance rate during early (April-June) and late growth stage (September-October) and 6％ light transmittance rate middle growth stage(July-August). Air temperature, leaking water rate and soil water content of C.L.T. was higher than those of control during early and late growth stage. But Air temperature, leaking water rate and soil water content of C.L.T was lower than those of control during middle growth stage C.L.T. exhibited superiority in survival ratio, stem diameter, stem length, L.A.I. and stem angle compared to control. Chlorophyll content of C.L.T. was lower than that of control but S.L.W., stomatal opening and photosynthetic rates of C.L.T. was higher than those of control. Also Alternaria blight disease and defoliation of C.L.T. was lower than those of control.

• Journal of Korean Society of Water and Wastewater
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• v.20 no.2
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• pp.197-206
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• 2006

The leakage in the water distribution system means both the loss of money and water resource. To minimize the leakage, we introduced the pressure control method using the pressure reducing valve and pump schedule. For the pressure control, the total leakage is needed to divide into each node. In this study, EPANET 2.0 was used to simulate the water networks in two selected blocks after the total leakage was distributed with each node by four ways. The leakage was allocated into each node as water measured by meter, water pressure, water faucets and Lpcd and simulated by EPANET 2.0. Regardless of the leakage distribution ways, there was no significant difference between the measured water and the estimated water pressure. Thus, the leakage distribution way using water pressures estimated by simulation could be recommended. The scenarios controlling the pressure reducing valve and pump were made in two blocks(A and B). $86,713m^3/year$ leakage in the A block and $11,442m^3/year$ in the B block could be reduced as controlling the pressure reducing valve and pump schedule. It was shown that the fifty million won a year can be saved in the A block and 6.8 million won in the B block.

• Proceedings of the Membrane Society of Korea Conference
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• 1998.10a
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• pp.140-142
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• 1998

돈사에서 발생하는 폐수는 주로 돈뇨와 음용수의 누수 및 세척수 등으로 구성되어 있는데, 생물학적인 축산폐수처리법과 퇴비화법 등으로 처리를 하고 있다. 그러나 일반적인 돈사폐수에는 분의 함량이 많아 부유물질의 양이 많고 유기물 등 오염성분의 농도가 높은 특성을 가지고 있어서 기존의 생물학적 축산폐수 처리법으로는 과부하 운전으로 인한 어려움이 있고, 퇴비화법으로는 수분조절제의 소요량이 많은 문제점을 가지고 있다. 대부분의 현지 양돈농가에서는 돈뇨 등 폐수처리의 어려움으로 인하여 분뇨 분리 시설이 있어도 분뇨를 혼합한 슬러리 형태로 퇴비화하고 있다. 따라서 퇴비화 공정에서 수분조절제로 쓰이는 톱밥의 소요량이 돈분만 퇴비화할 때보다 훨씬 많고 기존의 퇴비화 시설도 과부화 상태로 운전하고 있는 실정이다.