• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 추계학술발표회
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• pp.134-134
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• 2017

• 한국농공학회논문집
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• 제52권6호
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• pp.95-100
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• 2010

Researchers developed Sediment Trap Drain Channel (STDC) as a solution of the reduction of soil erosion and muddy runoff from a alpine field. The STDC is the one that can take a role of grit chamber by installing the shield made of woods in the concrete channel. The study was conducted 8 kinds of stages according to the amount of soil loss and the inflow. Evaluation factors were ss concentration, turbidity and reduced soil. The results of study showed lessness of ss concentration and turbidity from the lower spot than the upper spot. The average reduction rate of ss concentration was 74 % and the average reduction rate of turbidity was 62 %. It was turned out that the performance related soil loss and muddy runoff of the STDC is effective. The governance was needed to expect the effectiveness of the STDC.

• 한국농공학회논문집
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• 제56권6호
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• pp.121-128
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• 2014

Development of the economic methods and the design of the standard sections needs the more project fund and land than ever leads to the objection of enlarging canal arrangement to need economic construction method development and standard design for supporting it. The objective of this study was to evaluate the performance of selected sediment reduction methods to reduce sediment discharges from drain and irrigation of different land types (Mountain, Flatten, Reclaimed land). This study was carried out to analysis for the soil loss and sediment of drain and irrigation by comparing RUSLE method and amount of sediment from amount of dredging data of Korea Rural Corporation. The results of study were analyzed and summarized as follow. Size of soil sediment from the upper region of drain and irrigation of mountains bigger than lower region. But in case of flatten and reclaimed land, size of soil sediment from the upper and lower region of drain and irrigation did not classified. In case of comparison drain and irrigation without classifying of land type, size of soil sediment from irrigation is bigger than drain.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.563-570
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• 2001

In this study, the charactersistics of horizontal drains used to stabilize the dredged fill are investigated experimentally by doing tensile strength test, discharge capacity test, and filter clogging test. The types of the drains selected for the study are filament type (Tyre-E), embossed type(Type-P) and heat bonded cubic type with the thickness 10mm(Type-010) and 5mm(Type-05). The results of tensile strength and discharge capacity test show that the performance of drain Type-O10 was better than the other drains. This is caused by the fact that the lattice shape core of drain Type-O10 has strong rigidity and minimizes the loss of the sectional area of discharge with increased confining pressure. Analyzing the compatibility of filters by the results of the strength characteristics test and clogging test, the filter of filament type drain produced with polyester clothed polyamide performed well.

• 한국소음진동공학회논문집
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• 제19권6호
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• pp.634-640
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• 2009

Helmholtz resonator has been used, especially in intake and exhaust systems of vehicles, due to its good noise reduction characteristics at low frequencies. Many approaches have been developed to predict the acoustic behavior of the resonator with the assumption that there is no leakage from the resonator. However, its behavior may be affected by leakage which may exist in manufacturing processes or on purpose. This study investigates the effect of leakage on the noise reduction characteristics of Helmholtz resonator with two practical examples. One is a resonator with a gap between baffle and housing of the resonator and the other one is a resonator with two drain holes on the baffle. The measured transmission loss shows that the resonance frequencies are considerably shifted to higher frequency due to the leakage. The Boundary Element Method was applied to predict the transmission loss of the Helmholtz resonator with drain holes. The comparison between the measured and predicted transmission loss shows that the acoustic impedance of the holes is essential for accurate predictions of the transmission loss.

• 한국수자원학회논문집
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• 제48권2호
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• pp.127-136
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• 2015

일반적으로 XP-SWMM은 맨홀을 하나의 절점으로 간주하여 절점의 형상과 크기에 따른 국부손실의 영향을 고려하지 못하기 때문에 침수면적을 과소 산정한다. 그러므로 과부하 맨홀 내에서의 손실계수를 고려한 해석 방안 및 손실계수의 적용에 따른 침수해석에 관한 연구가 필요하다. 본 연구에서는 유량변화 및 맨홀 형상 변화에 따른 수리실험을 실시하여, 과부하 맨홀(원형, 사각형)에서의 손실계수를 각각 0.61과 0.68로 산정하였다. 또한 XP-SWMM을 이용하여 군자배수분구를 대상으로 산정된 손실계수의 적용 유무에 따른 침수면적의 변화특성을 분석하였다. 분석 결과 손실계수를 적용하면 침수면적이 3.5ha 증가하는 것으로 나타났다. 이는 손실계수 적용에 따라서 맨홀에서의 월류량이 증가하기 때문이다. 대상유역에 손실계수를 적용하였을 경우 실제 침수면적과의 일치율은 약 58%로 나타났으며, 손실계수를 고려하지 않았을 경우의 일치율은 약 40%로 나타났다. 그러므로 과부하 맨홀에서의 손실계수를 고려한 2차원 침수해석의 결과는 도시지역의 침수 위험지역을 정확하게 파악하기 위한 기초적인 자료로 활용이 가능할 것으로 판단된다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2009년도 춘계학술대회 논문집
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• pp.194-202
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• 2009

The paper deals with the countermeasure against structure-borne noise source and noise reduction of drainage pipes. Recently, the problem the problem of the toilet drain noise of an apartment house has been become the center of public interest and a target of public grievance. Generally, the drain noise of a toilet in the apartment house has a pink noise characteristics below 2 kHz level, and therefore, the structure-borne noise has a great effect on the entire drain noise. In order to measure the transmission loss for various kinds of pipes such as PVC pipes, cast-iron pipes and newly developed AS pipes, experimental setup containing speakers as a sound source was designed and manufactured. The second-stories measurement room with a small size anechoic chamber was constructed and the noise level for different kinds of drainage pipes was measured by the sound level meter. Through the experimental research in the study, noise reduction capacity for various kinds of drainage pipes and countermeasures against structure-borne noise source are demonstrated.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.1459-1462
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• 2005

The paper deals with the structural vibration and noise characteristics of pipe structures. In general, A structure bone noise has a great effect on the drain noise of toilets, and depends on the natural frequency of the related structures. In order to measure and to find the relationships between structural vibration and noise of the pipe structures, some experiments have been performed. Through the experiments, impact acceleration signal in time domain and magnitude of transfer function in the frequency domain have been investigated for three kinds of pipes. Transmission loss of pipes depending on the frequency ranges was also found by using small speakers as a sound source.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회B
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• pp.2606-2611
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• 2008

The high energy fluid leakage from the high temperature and high differential pressure drop system of NPPs (Nuclear Power Plants) decreases efficiency and consequently leads to considerable economic loss due to less power production. Also, the leakage possibly damages critical parts of components such as valve and trim with the effect of cavitation, flashing, and erosion, etc. and deteriorates its performance. Thus, in this study, we diagnosed the as-is leakage for four (4) main steam drain valves and two (2) steam traps of Yonggwang 1,2 units during normal operation by using multi-measuring technique and observed the occurrence of fine leakage. In the course of measuring fluid leakage, the sign of fine leakage is estimated to be the leakage from orifice. By converting the leakage to energy loss, it is equivalent to the amount of several hundred thousand won per each unit, which supports the basis for the justification of fine leakage.

• 한국지반환경공학회 논문집
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• 제8권3호
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• pp.27-33
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• 2007

최근에 연약지반개량공사에서 연직배수공법은 가장 많이 사용하는 공법 중 하나이다. 그러나 개량을 위한 배수재의 시공시에 지반 교란이 발생하여 스미어 존이라는 교란영역을 발생시킨다. 이렇게 발생된 스미어 존의 특징은 그 영역내의 투수계수가 감소하여, 설계시 예상하였던 압밀이 원활히 이루어지지 않는 문제점이 발생 된다는 점이다. 스미어 존의 수평압밀계수, 수평투수계수는 압밀도에 직접적으로 영향을 미치는 중요한 설계인자이다. 그러나 기존에 수행되는 설계방법에서 이러한 주요설계인자의 산정방법은 수직압밀계수에 의하여 수평압밀계수 및 수평투수계수를 경험적으로 유추하여 설계를 수행하고 있다. 그러나 이러한 방법으로 산정된 수평투수계수, 수평압밀계수는 설계 특성상 불확실성에 대한 과대설계로 진행되어 시공성, 공사기간 및 경제적인 측면에서 큰 손실을 가져올 수 있게 된다. 따라서 이번 연구에서는 국내에 서해안과 남해안 지역에 널리 분포하고 있는 저소성 지반을 대상으로 선정, 실험을 수행하여 저소성의 실트 및 점토지반에서의 스미어 존의 크기를 평가하였으며, 원지반의 압밀특성 및 물리적 특성과의 상관성 분석을 수행하여 설계시 참고자료로 활용할 수 있도록 하였다.