• Journal of the Korean Society of Hazard Mitigation
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• v.8 no.3
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• pp.117-122
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• 2008

Generally, water is taken through channels and rivers, in which there are many weirs and structures, which cross rivers and temporally hold up water. But this way has its own shortcomings. It is main reason that the water flows through structures, and backwater come into being. So it causes many water quality problems and some flood side-effects and so on. In this study, among the various movable weirs, we installed bottom-discharged and air pressure movable weir in the experimental channel. And we analyzed flowing influence, which is followed by the angle variation of movable weir. We also make further study the flow characteristic variation followed by installing entrance at the bottom to discharge the bottom water. The analysis result was that installed weir angle was increased, and the discharge also gradually increased. The installed weir angle depended on the water quantity, which can be excluded in the bottom. In case of velocity, there was increased as maximum 21.9 times, according to there is entrance or not at the bottom. And in case of water level, it showed the water level of locally above the average decrease in the upper river of weir.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.1
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• pp.239-246
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• 2017

There are various transversal structures (small dams or drop structures) in median and small streams in Korea. Most of them are concrete structures and it is so hard to exclude low-level water. Unless drainage valves and/or gates would not be installed near bottom of bed, sediment from upstream should be deposited and also contaminants attached to the sediments would devastatingly threaten the water quality and ecosystem. One of countermeasures for such problem is the bypass pipe installed underneath the transversal structure. However, there is still issued whether it would be workable if the gravels and/or stones would roll into and be not excluded. Therefore, in this study, the conditions to exclude the rip stone which enter into the bypass pipe was reviewed. Based on sediment transport phenomenon, the behavior of stones was investigated with the concepts from the critical shear stress of sediment and d'Alembert principle. As final results, the basis condition (${\tau}_c{^*}$) was derived using the Lagrangian description since the stones are in the moving state, not in the stationary state. From hydraulic experiments the relative velocity could be obtained. In order to minimize the scale effect, the extra wide channel of 5.0 m wide and 1.0 m high was constructed and the experimental stones were fully spherical ones. Experimental results showed that the ratio of flow velocity to spherical particle velocity was measured between 0.5 and 0.7, and this result was substituted into the suggested equation to identify the critical condition wether the stones were excluded. Regimes about the exclusion of stone in bypass pipe were divided into three types according to particle Reynolds number ($Re_p$) and dimensionless critical shear force (${\tau}_c{^*}$) - exclusion section, probabilistic exclusion section, no exclusion section. Results from this study would be useful and essential information for bypass pipe design in transveral structures.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.132-132
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• 2017

큰 하상계수를 가지는 국내 중소하천의 특성상 농업용수 등의 수자원 이용을 위해 국내에는 약 10,000개 정도의 하천 횡단구조물이 설치되어 있다. 그러나 느려진 유속으로 인하여 횡단구조물 상류에 유사가 퇴적될 확률이 높아지며, 이러한 유사는 부착된 오염물에 의한 수질 및 하상오염, 좁아진 유수단면적에 의한 통수능 저하로 발생하는 홍수위 증가 등 많은 위험성을 내포하고 있다. 이에 대한 해결책 중의 하나로 저층수 배사관(bypass pipe)을 활용하여 쌓여진 유사를 하류로 흘려보내는 방법이 있다. 저층수 배사관은 횡단구조물 상류와 하류의 하상을 연결하는 관으로써 상류와 하류의 수두차에 의해 흐름 특성이 결정된다. 하지만 배사관 내 사석이 유입되어 배제되지 않는 경우 배사관의 효율이 현저하게 저하될 가능성이 있다. 본 연구에서는 FLOW-3D를 이용하여 배사관내 사석이 유입되었을 때, 어떠한 조건에서 배제되고 배제되지 않는지를 명확히 하고자 한다. 하상이 평탄한 수로$(13.0(L){\times}5.0(B){\times}1.0(H)m)$를 재현하였으며, 배출관의 직경은 10cm로 결정하였다. 사석의 종류는 4가지(3cm, 5cm, 7cm, 9cm)로써 이를 고려하여 격자크기를 0.5cm로 결정하였다. 이는 사석의 구형형상이 충분히 잘 재현될 수 있는 격자크기이다. 모의 수행은 하류의 수위를 변화시켜가며 수행하였다. 저층수 배사관 내 유동 특성이 상류와 하류의 수두차에 의해 결정되기 때문에, 모의의 효율성을 위해 상류의 수위는 일정한 값으로 진행하였다. 모의 결과 수위차가 클수록 배제가 잘되는 경향을 보였다. 입자의 크기와 상하류 수위차를 무차원화 한 변수를 결정하였다. 분석결과 이 변수가 일정 값을 넘어서는 경우 배제가 되며, 반대로 이 값을 넘어서지 못한 경우 배제가 되지 않음을 확인하였다. 향후 다양한 관의 형상에 대해서도 배사관 내 한계조건을 도출하여, 저층수 배사관의 설계 및 시공에 도움이 되고자 한다.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2005.11a
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• pp.91-93
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• 2005

겨울철 주거지역에서 발생되는 PM10은 도로변에서 발생되는 자동차와 같은 배출원에 의한 영향으로 실외의 경우 도로와의 인접한 곳에서 높은 농도를 나타냈으며, 실내의 경우 환기불량으로 외부에 의한 영향이 적은 것을 알 수 있었다. 반면, CO의 경우 저층 I/O 농도비의 차이가 없는 반면 고층은 실내가 실외보다 유의하게 높은 농도를 나타냈으며, 실내 층고간의 차이가 없는 것으로 보아 외부에서 발생되는 배출원에 의한 영향 뿐 아니라 내부에서 발생되는 배출원(조리, 흡연, 난방 등)에 의한 영향을 받는 것으로 사료된다.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2003.05a
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• pp.246-247
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• 2003

양식과정중에 사육어류가 받을 수 있는 스트레스 요인은 상존하며, 이러한 스트레스 요인에 의해 어류는 체내 생리적 불균형이 일어날 수 있다(Chang et al., 2001). 환경적 스트레스 요인중 수온은 어체의 생리적 변화를 야기시키고 스트레스 요인으로 작용하여, 생체내 대 사와 혈액성상의 변화를 일으키는 것으로 알려져있다(Barton and Iwama,1991). 여름철 한국 동해안에서 수온이 급격하게 변화할 수 있는 경우는 해양의 저층수가 용승하여 발생하는 냉수대 현상과 임해 발전소의 냉각수로 배출되는 온배수에 의한 주변수역의 수온상승 현상에 직면하였을 때라 할 수 있다. (중략)

• Journal of the Korean Society of Marine Environment & Safety
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• v.19 no.4
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• pp.315-326
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• 2013

This study investigated the temporal-spatial distribution and variations in water quality parameters (temperature, salinity, pH, DO, COD, SPM, DIN, DIP, silicate, TN, TP, and chlorophyll-a) in the coastal area of Jeju, Korea, adjacent to aquaculture ponds (Aewol-ri, Haengwon-ri, Pyosun-ri, and Ilkwa-ri). Data were collected bimonthly from February 2010 to December 2011. A principal component analysis (PCA) identified three major factors controlling variations in water quality during the sampling period. Aquaculture effluent water led to large changes in nutrient levels. The highest nutrient values were observed during the investigation period. The relatively large increase in organic matter at the sampling stations coupled with sea area runoff events during the summer rainy period. Variation in chlorophyll-a concentration was mainly driven by meteorological factors such as air temperature and rainfall in the coastal areas of Aewol and Haengwon. In the coastal areas of Pyosun and Ilkwa, pollution was caused by anthropogenic factors such as discharge of aquaculture effluent water. High nutrient concentrations at the majority of the coastal stations indicate eutrophication of coastal waters, especially within a distance of 300 m and depth of 10m from drainage channels. Coastal eutrophication driven by aquaculture effluent may be harmful inshore. Events such as eutrophication may potentially influence water pollution in aquaculture ponds when seawater intake is detected because of aquaculture effluent water.

• Journal of Aquaculture
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• v.6 no.3
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• pp.187-197
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• 1993

Studies related to water quality in catfish ponds were conducted on commercial catfish production ponds and compared with its receiving streams' water quality in central and west-central Alabama. The ponds were stocked with 10,000 fish/ha. The ponds were aerated nightly (0000-0600 hrs). Fish were fed to satiation at about the same time, six-days a week. In order to assess the pollutional strength of effluents from commercial channel catfish ponds, water samples were collected during each calender season from fall 1990 through summer 1991, and selected water quality variables were monitored. Mean values for water temperature, dissolved oxygen concentration, pH, settleable solids, total suspended soilds, volatile solids, total phosphorus, soluble reactive phosphate, biochemical oxygen demand, total ammonia nitrogen, nitrite, nitrate, and total Kjeldahl nitrogen were basically the same (P> 0.05) between samples taken from the surface and near the bottom. Concentrations of most water quality variables of catfish ponds were higher than those of receiving streams, and especially it had much higher average concentrations of nitrogen and phosphorus than streams.

• The KSFM Journal of Fluid Machinery
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• v.13 no.1
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• pp.23-28
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• 2010

A draft tube which has impeller to elevate bottom water and spread it over surface of lake water, induces convective circulation of lake water, a Long-Distance Circulation (LDC). Circulation of lake water make stratified water mixed and enhance DO (Dissolved Oxygen) of bottom water. Circulation rate of water is determined by draft rate of the tube, which is dependent on design parameters of the draft tube system, i. e. dimension of impeller and diffuser, inclined angle of impeller, impeller shape, and rotational speed. In this study, change in draft rate and power consumption of circulation equipment was investigated numerically with changing impeller dimension, angle and rotational speed. It was found that flowrate of draft water was increased as the dimensions of draft tube and impeller, and rotational speed and inclined angle of impeller increased. The power consumption was also elevated with increasing parameter values, and final selection of parameter values was made to satisfy target flowrates and power consumption.

• Journal of the Korean Society for Marine Environment & Energy
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• v.10 no.4
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• pp.193-200
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• 2007

The purpose of this study is investigate to water quality, pH, turbidity, salinity, nutrients, SS, DO, COD, ${NH_4}^+$-N, ${NO_2}^-+{NO_3}^-$-N, TN, TP, ${PO_4}^{3-}$-P in ditches and seawater of the Hwawon, southwestern coastal area of Korea. Two stations of the ditch, one station at outfall from reservoir of the coastal development and 15 stations of seawater were measured in August just after a 96.5 mm rainfall and in dry season of November 2006. The sampling time were divided into a rainy and dry season based on turbidity, SS, salinity and nutrients difference of distributions that was evidence as a inflow of pollutants from the developing coastal land area. The pH, turbidity, salinity and SS were high and showed different from between surface and bottom in near the developing of coastal land than the other stations after a strong rainfall over 90 mm while it were not varied in vertical and horizontal concentration profile in dry season. The other nutrients were showed the same concentrations gradient patterns. In opposition to expectations, the SS in dry season was higher than in the rainy season due to upwelling by the wind and strong current. It appears that the researched coastal seawater qualities were mainly effected by the inflow of freshwater from the ditches and drain from the reservoir of the developing land area during strong rainfall while the seawater qualities were mainly effected by the wind and strong current in dry season.

• Journal of Korean Society of Disaster and Security
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• v.12 no.1
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• pp.57-66
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• 2019

One of the most serious problems with concrete small dams or barriers installed in small/median rivers is the deposit of sediments, especially, in Korea. An effective way to discharge such sediments to downstream is to construct a bypass pipe under the river bed. However, efficiency may become lowered if ripraps are entered into the bypass pipe. Therefore, in this study, we derived the threshold condition for the exclusion of ripraps from the bypass pipe using 3D numerical analysis. Upstream flow of the small dam was assumed to be stationary, and the energy concept was applied to the control volume containing the bypass pipe and its periphery. As a result, when the ratio of the water level difference between upstream and downstream to the diameter of the riprap was approximately equal to 1.2, the threshold condition for exclusion of the stones or riprap from the bypass pipe was affirmatively determined. If the characteristics of the adsorptive sediment adversely affecting the river environment in the future would be taken into account, results from this study are expected to put to practical use in the management of concrete small dam with bypass pipe system.