• Journal of Bio-Environment Control
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• v.12 no.3
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• pp.107-113
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• 2003

This study was carried out to improve the performance of pre-developed heat recovery devices attached to exhaust-gas flue connected to combustion chamber of greenhouse heating system. Four different units were compared in the aspect of heat recovery performance; A-, B-, and C-types are exactly the same with the old ones reported in previous studies. D-type newly developed in this experiment is mainly different with the old ones in its heat exchange area and tube thickness. But airflow direction(U-turn) and pipe arrangement are similar with previous three types. The results are summarized as follows; 1. System performances in the aspect of heat recovery efficiency were estimated as 42.2% for A-type, 40.6% for B-type, 54.4% for C-type, and 69.2% for D-type. 2. There was not significant improvement of heat recovering efficiency between two different airflow directions inside the heat exchange system. But considering current technical conditions, straight air flow pattern has more advantage than hair-pin How pattern (U-turn f1ow). 3. The main factors influencing on heat recovery efficiency were presumably verified to be the total area of heat exchange surface, the thickness of ail-flow pipes, and the convective heat transfer coefficient influenced by airflow velocity under the conditions of allowable pipe durability and safety. 4. Desirable blower capacity for each type of heat recovery units were significantly different to each other. Therefore, the optimum airflow capacity should be determined by considering in economic aspect of electricity required together with the optimum heat recovery performance of given heat recovery systems.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.39 no.1
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• pp.81-91
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• 2019

Although the number of users of urban railways is greatly influenced by the land use plan around the railway station, Korea has been studying this problem in a small scale, so that the entrance width is uniformly calculated irrespective of the land use plan, And there is little deviation. Therefore, this study aims to establish a demand estimation model for the entrance and exit of urban railway stations. For this purpose, the demand, land use area, and socioeconomic indicators for each of the 20 urban railway stations were surveyed at 200m and 500m Regression model. The model is based on the assumption that the dependent variable (response variable) of the model is set to 1 day, peak 1 hour, peak time 5 minutes, Education, and park) and socioeconomic indicators (population, employer, employee, and student) as independent variables (explanatory variables). As a result, it was analyzed that the fit of the model is more statistically significant when the use area of the land use by 500 meters of the center radius of the city rail is used as an independent variable and the demand for the daily use of the railway station is used as a dependent variable. The purpose of this study is to estimate the optimal size of urban railway entrance in order to improve the mobility of the user and the transportation weak in urban railway station.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.42 no.5
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• pp.617-626
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• 2022

In Korea, annual precipitation and its variability have gradually increased since modern meteorological observations began, and the risk of disasters has also been increasing due to significant regional variations and recent abnormal climate conditions. Given that damage from storms and floods mainly occurs around rivers, it is crucial to determine the appropriate design frequency for river-related projects. This study examined existing design practices used to determine hydrological design frequencies and suggested a new method to determine appropriate design frequencies. The study collected available data pertaining to seven evaluation factors, specifically the basin areas, shape parameters, channel slopes, stream orders, backwater effect reaches, extreme rainfall frequencies, and urbanized flood inundation areasfor 413 local rivers in Chungcheongnam-do in Korea. The estimated weights for areas of extreme rainfall frequencies and urbanized flood inundation were found to be 18, having a great effect on determining the design frequency. Compared with the established design frequency in previous government reports, the estimated design frequency increased for 255 rivers and decreased for 158 rivers.

• Water for future
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• v.14 no.4
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• pp.35-52
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• 1981

This study is to evaluate the areal precipitation from the basic data groups of monthly, seasonal, and annual rainfalls over all ma in stations in Korea. The evaluating pocesses are performed through the point and regional frequency analysis from the basic data. The basic data groups are divided into two periods-the first(1916-1944) and the second (1960-1979)-which are compared with each other. In the point frequecny analysis, the variable transformation method is applied to the best fitting distribution, and the normal fittings are established by using the Chisquare test method. In the regional frequency analysis, the geomorphologic factors and hydrometeorological factors are taken into consideration when dividing into five zones and Thiessen method and the Isohyetal method are applied. The results of this study are as follows: 1)The areal precipitation values of the first period are about 70-80mm less than that of the second period for the whole of Korea. Therefore, a new precipitation value of 1180mm is considered more suitable than the value of 1159mm, which has been up till now. 2)As the annual areal precipitiation values areevaluated over the five divide zones, it tis noticed that the difference between the values of the first period and the second is the largest in spring (to the extent of 5 times that in the other seasonas). Thereform it is considered that this result is necessary for the establishment of a timely insurance plan for the water resources. 3)The application of the Isohyetal method through the division of Korea into five zones is considered to be a reasonable procedure in the analysis of areal precipitation.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.282-282
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• 2020

본 연구는 여수시 농어촌지역에 대하여 지하수 함양특성, 개발가능량 산정 및 오염부하량 등의 조사를 통해서 체계적인 지하수자원의 보전관리(안)을 수립하기 위해 수행되었다. 연구지역은 여수시 화양면, 소라면 2개 면을 포함하는 농어촌 용수구역(여소지구)으로, 여소지구의 총면적은 130.68 ㎢이며, 이 중 임야면적은 81.57 ㎢, 경지면적은 32.98 ㎢ 이고, 경지면적은 논 15.37 ㎢, 밭 17.42 ㎢, 시설재배 0.19 ㎢로 구성되어 있다. 여소지구의 30년 강수평균은 1,454.08 mm/년이며, 지하수 함양량은 국가지하수관리 기본계획(국토교통부, 2019) 및 전라남도 지하수관리계획(전라남도, 2009) 보고서를 참고하여 평균값인 11.28%로 산정한 결과, 21,279 천㎥/년으로 분석되었다. 또한, 지하수연보(국토교통부, 2018)의 세부용도별 이용량을 활용하여 지하수 이용량을 산정한 결과, 2,638.35 천㎥/년이었으며, 강수량, 함양률 및 면적 값을 고려하여 지하수 개발가능량을 산정한 결과, 16,387.57 천㎥/년, 개발가능량 대비 이용량은 16.11%로 확인되었다. 여소지구의 질산성질소 항목은 총 181개소(경지면적 0.2 ㎢당 1점)에 대해 분석한 결과, 전체 평균값은 6.67 mg/L이었으며, 농업용수 수질기준(20 mg/L)을 초과한 관정은 8개소(6%)로 확인되었다. DRASTIC을 이용한 오염취약성 지수는 평균값이 119.57점으로 나타나 오염취약성이 낮은 것으로 분석되었다. 신고·허가된 축사 시설을 기준으로 점오염원 조사결과, 단위면적당 시설수(오염원밀도)는 3.12 개소/㎢로 조사되었으며, 인구, 가축 및 토지이용 등 인자별을 고려하여 오염부하량을 산출한 결과, 단위면적당 오염부하량은 75.30 kg/day/㎢로 확인되었다. 행정구역별로 7가지 지표를 반영하여 관심, 주의, 경계 및 심각 4단계로 기준을 설정하여 지하수관리 필요지역을 선정하였다. 수량 측면은 개발가능량 대비 이용량, 단위면적당 이용량 및 관정밀 3가지 지표를 적용하였고, 수질 측면은 질산성질소 평균, 오염취약성 지수, 오염원밀도 및 단위면적당 오염부하량 4가지 지표를 적용하여 선정하였다. 지하수관리 필요지역을 분석한 결과, 전체 18개 리 중에서 14개 리에서 수량관리 12개리에서 수질관리 필요지역이 나타났다. 수량관리 필요지역은 지하수 취수량 조정 및 관리 확충 등의 대책방안이 마련되어야 하며, 수질관리 필요지역은 주변 오염원관리 및 수질검사 강화 등의 대책방안이 필요할 것으로 판단된다.

• Current Research on Agriculture and Life Sciences
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• v.4
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• pp.141-153
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• 1986

This study intends to document the existing cyclical fluctuations of garic and onion price at farm gate level during the period of 1966-1986 in Korea. The existing patterns of such cyclical fluctuations were estimated systematically by removing the seasonal fluctuation and irregular movement as well as secular trend from the original price through the moving average method. It was found that the cyclical fluctuations of garic and onion prices repeated six and seven times respectively during the same period, also the amplitude coefficient of cyclical fluctuations showed speed up in recent years. It was noticed that the cyclical fluctuations of price in onion was higher than that of in garic.

• Korean Journal of Agricultural Science
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• v.26 no.1
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• pp.6-11
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• 1999

This experiment was carried out to estimate the appropriate seedling stand and to find out the factors of good establishment and the reason of the reduction of yield by water foxtail. The seedling stands was improved by the ice straw mulching and treading by the tracks of combine. The effect of mulching was higher than the treading. The appropriate seedling stands for example yield were estimated about 507 plants per $m^2$ and its yield was 24kg/10a. The higher density of water foxtail, the less the grain yield; 21.8% by 17 to 22 water foxtail stands per $m^2$ and 11.0% by 6 to 11 plants.

• Journal of Animal Science and Technology
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• v.55 no.5
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• pp.405-416
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• 2013

This aim of this study was to estimate the most reasonable slaughter month for Hanwoo steers according to carcass traits. Carcass trait data on Hanwoo steers (17,249 head) were collected from October 2008 to September 2011. To measure the regression coefficients, Hanwoo steers were divided into two groups according to slaughter age: early (25 to 31 months) and late (32 to 38 months) groups. Regression coefficients of carcass traits according to slaughter age were significantly different (p<0.001) with the exception of PPKG (estimated auction price per 1 kg of carcass weight) in the early slaughter age group and MAR (marbling score, p<0.05) and PPKG (p<0.05) in the late slaughter age group. To obtain a positive gross margin, Hanwoo should be slaughtered at around 28 months of age.

• Korean Journal of Medicinal Crop Science
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• v.11 no.5
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• pp.340-346
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• 2003

This study was carried out to improve cultivation techniques by low cost and labour saving in ginseng (Panax ginseng C. A. Meyer) seedling production, by elucidating proper ratio virgin soil and organic fertilizer, suitable height of front piller. The obtained results are as follows ; The optimal ratio of white decomposition of virgin soil and organic fertilizer was 10:1 for good yield of standard seedling, The fittest height of front piller was 150 cm because of both good seedling growth and yield. The cost for production of seedling of ginseng could be reduced by both optimal ratio of virgin soil, organic fertilizer and selection of front piller height.

• Journal of Korean Society for Geospatial Information Science
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• v.20 no.1
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• pp.109-116
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• 2012

The effect of the grid resolution on the hydrodynamic simulation has been investigated by using CCHE2D and EFDC. Since a high resolution of the grid results in the increase of computation time, an appropriate grid resolution should be selected by considering the efficiency of simulation according to the objectives of projects. In order to understand the effect of grid resolution and determine the optimal grid resolution, several cases with different lateral grid resolutions have been simulated for the reach of Nakdong river at the confluence of Kumho river for the floods in 2006. Orthogonal curvilinear grids for the domain have been constructed from the survey products at the sections with the longitudinal interval of 20 m. Area-elevation curve and the comparison of simulated results with measured stage at the specific station have been used to check the effect of grid resolution. From the results, the existence of optimal grid resolution has been observed, which ensure both efficiency of computation and certainty of results.