• 한국농촌건축학회논문집
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• 제16권3호
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• pp.27-36
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• 2014

The purpose of this study is to provide necessary information for the establishment of remodeling range needed first to support the future remodeling of rural housing. For this, this study examined landscape characteristics of rural housing such as an outer wall, a roof, a fence, and a gate which are main elements of forming the landscape of a rural village and rural residents' perception for remodeling. The results were as follows. The subject rural housing mostly had a timber structure and a masonry structure. Common roof types were a hip-and-gable roof and a gable roof. Frequent materials were a panel, a tile, and slate and common colors were primary colors such as reddish brown, black, and gray. A fence made of cement blocks and finished by a white paint was often found. A closed gate with iron frames was common. A standup kitchen and a flush toilet inside the house were common. The family members of rural residents were mostly two including a farmer husband and his wife. Elderly people of sixty and over were the most common. For residential environment satisfaction, a half of respondents were not unsatisfied with residential environment mostly due to an old house. Most respondents who were not satisfied with residential environment had high perception for the need of remodeling. The most commonly asked remodeling part was a roof, followed by a toilet, and an outer wall, indicating that the need of exterior remodeling was higher than that of interior remodeling. For a remodeling method, a total improvement was preferred. Although some rural village housing was improved by support of the government, local governments, or social groups, there are still many old houses. As this co-existence of improved houses and old houses hinders the landscape of rural village, it is necessary to give a support. But rural residents' requests should be first actively reflected to establish a guideline of supporting rural house remodeling.

• 한국환경과학회지
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• 제13권3호
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• pp.251-262
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• 2004

To identify the characteristics of wastewater flow generated in treatment basins of Seogwipo-city, we selected 3 stations representing the basin and performed 7 times of field survey including 5 times in dry periods and 2 times in wet periods from Feb. 25 to May 27, 2002 for the selected stations. From the analysis of flow data measured for more than 60 days in the interval of 5 minutes and concentration data obtained from laboratory analysis, we can draw several conclusions. First, in the analysis of diurnal variation of wastewater flow for land-use types, we could find the following results: in the residential area, it is observed that wastewater flow rates rise early in the morning for the office-going hour and fall gradually and rise again after the office-leaving hour, showing typical residential wastewater flow pattern, while for the residential and commercial area flow rates rise early in the morning at the office-going hour and move up and down repeatedly within wide range and last till the office-leaving hour, which can be resulted from wastewater that is generated by tourists activated after early in the afternoon, while for the touristy area flow rates rise early in the morning and fall gradually and rise again within wide range. Second, in the analysis of temporal variation of wastewater flow for monthly, it can be observed that in the residential area, in the residential and commercial areas the flow rate of May is higher than that of Feb., March, while for the touristy area flow rate is without monthly because it reflects the movement of population, Third, in wet periods concentration of water-quality item such as SS, BOD, and COD_{cr}$ is high in the beginning of rainfall by first flush, and falls down gradually to reach the steady state, which is the level of wastewater in dry periods after the cease of storm water due to diluting effect resulting from additional runoff water through storm sewers.

• Applied Biological Chemistry
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• 제32권1호
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• pp.14-22
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• 1989

고온성(高溫性) 균주(菌株)인 P. sajor-caju와 저온성(低溫性) 균주(菌株)인 P. ostreatus 2-1, P. ostreatus 2-3, P. ostreatus 201의 균사생육(菌絲生育)과 버섯의 수량(收量)을 검토(檢討)하고 이들 중(中)에서 균사생육(菌絲生育)과 버섯수량(收量)이 양호(良好)한 P. sajor-caju, P. ostreatus 201 버섯균(菌)을 生育日數(생육일수)에 따라 각(各) 주기별(週期別)로 버섯크기별 일반성분(一般成分)과 당류(糖類)를 분석(分析)하였다. 4개(個)의 느타리버섯 균주중(菌株中)에서 균사생육(菌絲生育)과 버섯수량(收量)이 양호(量好)한 균주(菌株)는 P. sajor-caju와 P. ostreatus 201이었으며 P. sajor-caju 버섯의 전수획량(全收獲量)은 약 $20.2kg/m^{2}$이었고 P. ostreatus 201은 약 $19.79kg/m^{2}$이었다. 양(兩) 버섯중(中)에서 조단백질(粗蛋白質), 수용성(水容性) 순단백질(純蛋白質), 유리(遊離) 환원당(還元糖), 전당(全糖) 및 週脂肪(조지방) 함량(含量)은 P. ostreatus 201 버섯이 다소 높았으며 주기별(週期別)로는 이들 성분(成分)이 1,2주기(週期) 버섯은 비슷하나 유리환원당(遊離還元糖)을 제외하고는 $3{\sim}5cm$ 버섯에서 제일 높았고, 버섯 크기가 클수록 점진적으로 감소(減少)되었다. 양(兩) 버섯의 조섬유(粗纖維) 함량(含量)은 P. sajor-caju 버섯이 다소 높았고 주기(週期)가 경과(經過)할수록 점차 증가(增加)되었으며 무기물(無機物) 함량(含量)은 1,2주기(週期)는 비슷하였으나 3주기(週期)부터는 정차 감소(減少)되었고 버섯 크기가 클수록 이들 성분(成分)이 점진적(漸進的)으로 증가(增加)되었다. P. sajor-caju 버섯에서는 xylose, glucose, mannitol, trehalose, P. ostreatus 201 버섯은 xylose, fructose, glucose, mannitol, trehalose, P. ostreatus 201 버섯이 약간 높았으며, glucose는 양(兩) 버섯이 $1{\sim}3cm$ 크기의 버섯에서 많았고 나머지 당류(糖類)는 $3{\sim}5cm$ 크기의 버섯에서 많았으며 버섯이 커갈수록 이들 성분(成分)은 다소 감소(減少)되었다.

• 대한토목학회논문집
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• 제4권2호
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• pp.45-53
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• 1984

본(本) 연구(硏究)는 우리 나라에 있어서의 도시(都市)와 농촌(農村)의 비점원(非點源) 오염물질(汚染物質) 배출량(排出量)과 강우시(降雨時) 유출(流出)에 따르는 농도(濃度)의 양상(樣相)을 조사(調査)하였다. 주요분석항목은 COD, BOD, SS 이었으며 1981년(年) 5월(月)부터 8일(日)까지 수행(遂行)되었다. 도시지역(都市地域)의 비점원(非點源) 오염물질(汚染物質) 배출량(排出量)은 강우강도(降雨强度)와 강우지속시간(降雨持續時間) 등이 영향을 주었는 데 초기우수(初期雨水)에서 그 농도(濃度)는 유량(流量)이 증가(增加)함에 따라 높아지는 양상(樣相)을 띤다. 또, 집중강우시(集中降雨時) 유량(流量)이 급격히 증가(增加)하더라도 그 농도(濃度)는 희석되기 때문에 그만큼 증가(增加)하지 않는다. 최대강우(最大降雨) 이후(以後) 다시 새로운 강우(降雨)가 형성(形成)될 때 오염물질(汚染物質)의 농도(濃度)는 초기강우(初期降雨) 이전(以前)의 농도(濃度)보다 낮은 경우가 있는데 이것은 하수천(河水川) 및 하수거(下水渠)에 침적된 오염물질(汚染物質)이 강우(降雨)에 의해 씻어 내려갔기 때문이다. 그러나 최대유량(最大流量) 이후(以後) 초기강우(初期降雨)보다 큰 강우강도(降雨强度)가 지속(持續)되는 경우에는 유량(流量)이 증가(增加)함에 따라 오염물질(汚染物質)의 농도(濃度)가 증가(增加)한다. 도시지역(都市地域)의 강우시(降雨時) 면적당(面積當) 비점원(非點源) 오염물질(汚染物質)의 배출량(排出量)은 COD 489.9~1.328 kg/ha/yr로 평균(平均) 690.5 kg/ha/yr이고, BOD 226.8~614.8 kg/ha/yr로 평균(平均) 319.7 kg/ha/yr이고, SS 589.7~1,598.5 kg/ha/yr로 평균(平均) 831.2 kg/ha/yr로 산출된다. 농촌지역(農村地域)에서는 침전(沈澱)되었던 생활하수(生活下水), 퇴비 침출수 및 기타 농업폐기물(農業廢棄物) 등에 의해서 오염물질(汚染物質)이 흘러나온다. 논의 경우 면적당(面積當) 비점원(非點源) 오염물질(汚染物質) 배출량(排出量)은 COD 21.7~114 kg/ha/yr로 평균(平均) 62.34 kg/ha/yr이고, BOD 9.53~34.5 kg/ha/yr로 평균(平均) 18.65 kg/ha/yr이며, SS 8.35~29.57 kg/ha/yr로 평균(平均) 16.12 kg/ha/yr로 나타났다. 한편, 경작지의 경우 COD 46.3~171.8 kg/ha/yr범위로 평균(平均) 91.9 kg/ha/yr이고, BOD 11.7~42.5 kg/ha/yr범위로 평균(平均) 22.98 kg/ha/yr이고, SS 11.4~43.4 kg/ha/yr범위로 평균(平均) 23.09로 나타났다. 축산지역(畜產地域)의 오염물질(汚染物質)은 강우시(降雨時) 가축(家畜) 및 청소수(淸掃水), 퇴비국물에 기인한다. 면적당(面積當) 비점원(非點源) 오염물질(汚染物質) 배출량(排出量)은 COD 2,489~6,658 kg/ha/yr로 평균(平均) 3,804 kg/ha/yr이고, BOD 464~2,900 kg/ha/yr로 평균(平均) 2,047 kg/ha/yr이며, SS 729~1,442 kg/ha/yr로 평균(平均) 1,149 kg/ha/yr로 나타났다. 산림지역(山林地域)의 오염물질(汚染物質)은 강우시(降雨時) 나뭇잎이 퇴적되어 형성(形成)된 유기물층(有機物層)으로부터, 침출수(浸出水)가 씻겨져 내려오는 경우이다. 면적당(面積當) 비점원(非點源) 오염물질(汚染物質)의 배출량(排出量)은 COD 5.45~18.56 kg/ha/yr로 평균(平均) 9.86 kg/ha/yr이고, BOD 1.67~7.54 kg/ha/yr로 평균(平均) 3.48 kg/ha/yr이며, SS 9.74~10.35 kg/ha/yr로 평균(平均) 4.64 kg/ha/yr로 나타났다.

• 대한기계학회논문집B
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• 제22권6호
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• pp.888-898
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• 1998

The present study investigated the effects of the experimental parameters on the cooling characteristics of the multichip module cooled by the indirect liquid cooling method using water and paraffin slurry. The experimental parameters are mass fraction of 2.5 ~ 7.5% for paraffin slurry, heat flux of 10 ~ 40 W/cm$^{2}$ for the simulated VLSI chips and Reynolds numbers of 5,300 ~ 15,900. The apparatus consisted of test section, paraffin slurry maker, pump, constant temperature baths, flowmeter, etc. The test section made of in-line, four-row array of 12 heat sources for simulating 4 * 3 multichip module which was flush mounted on the top wall of a horizontal rectangular channel with the aspect ratio of 0.2. The inlet temperature was 20 deg. C for all experiments. The size of paraffin slurry was constant as 10 ~ 40 .mu.m befor and after the experiment. The chip surface temperatures for paraffin slurry with the mass fraction of 7.5% showed lower by 16 deg. C than those for water when the heat flux is 40 W/cm$^{2}$. The local heat transfer coefficients for the paraffin slurry with the mass fraction of 7.5% were larger by 17 ~ 25% than those for water at the first and the fourth row. The local heat transfer coefficients reached to a row-number-independent, thermally fully developed value approximately after the third row. The local Nusselt numbers at the fourth row for paraffin slurry with the mass fraction of 7.5% were larger by 23 ~ 29% than those for water.

• 한국균학회지
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• 제44권2호
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• pp.94-99
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• 2016

Since development of the first Korean button mushroom cultivar 'Sae-Ah' in 2010, mushroom farmers have demanded an improved cultivar. Although a new cultivar, 'Saejeong', was developed in 2011, this cultivar has thus far been difficult to cultivate in typical mushroom farms. To solve this problem, another new cultivar, 'Saedo', was developed in 2012. This new cultivar was selected by genetic analysis from crossing the heterokaryon line A175 and the homokaryon line ASI1346-15. The heterokaryon A175 was a crossed line between strains ASI1038-211 and ASI1346-20. The mycelium of 'Saedo' showed good growth on compost dextrose agar at $25^{\circ}C$. The morphological traits such as the pileus (cap) and stipe of the 'Saedo' cultivar were thicker than those of the reference control 'Saejeong', and the production yield was increased by 1.89-fold compared to that of the reference control. A field experiment of the 'Saedo' cultivar has been ongoing since 2013. The yield of the 'Saedo' cultivar was found to be substantially higher than that of the reference control during the $2^{nd}$ flush.

• 대한환경공학회지
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• 제31권12호
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• pp.1089-1094
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• 2009

도시화에 따른 불투수면적의 증가가 도시지역의 유출량 증가에 미치는 영향을 SWMM (Storm Water Management Model) 모델을 미국 프린스턴 대학 캠퍼스에 적용하여 분석하였다. 도시지역의 하수관거망을 고려하여 정밀한 지형 및 인프라 자료를 구축하기 위하여 모형의 유역을 격자 형식으로 제시하고, GIS를 활용하여 지형인자를 추출하였다. 모델의 격자망은 구축 자료의 사용 용이성 및 활용도를 높이기 위하여 200${\times}$200 ft (60.96${\times}$60.96 m)의 정사각형 형태의 131개의 소유역으로 구성하였다. 적용성이 검토된 도시지역의 SWMM 모델을 이용하여 도시화에 따른 불투수면적의 증가가 지표면 유출에 미치는 영향을 예측하기 위하여 불투수면적이 50% 및 100%로 증가했을 경우의 유출량 증가를 검토하였다. 도시화에 따른 불투수 면적의 증가로 인하여 초기 강우시 유출량의 증가율 평균이 가장 높게 나타났으며 최대 강우 강도시에 최대 증가율을 보였다.

• Environmental Engineering Research
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• 제13권4호
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• pp.184-191
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• 2008

Long term monitoring was conducted to investigate a surface runoff of pollution from urban highway. The monitoring data was collected for 18 rainfall events and was used to correlate pollution load to various parameters, such as rainfall intensity, antecedent dry days and total discharge flow. Runoff coefficient and seasonal variation were also evaluated. The mean runoff coefficient of the highway was 0.823(range; $0.4687{\sim}0.9884$), and wash-off ratio for $COD_{Mn}$ and SS loads was 72.6% and 64.3%, respectively. For the initial rainfall event, the runoff EMC of $COD_{Mn}$ was high in summer and the EMC of SS was high in autumn season. However the seasonal variation of T-N and T-P was not significant. The discharged $COD_{Mn}$-EMC was $147.6\;mg/L{\sim}9.0\;mg/L$ on the generated $COD_{Mn}$-EMC of $98.8\;mg/L{\sim}8.9\;mg/L$. While the generated EMC of SS was in $285.7\;mg/L{\sim}20.0\;mg/L$ and its discharged EMC was in $190.4\;mg/L{\sim}8.0\;mg/L$. EMC of pollutants was not directly related to the first flush rainfall intensity and the antecedent dry days. But the correlation was relatively high between EMC and cumulative runoff flow volume. The trend of EMC was reduced with the cumulative runoff flow volume.

• 상하수도학회지
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• 제26권1호
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• pp.55-68
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• 2012

Impervious surface increase due to urbanization, one of the leading causes of pavement increased the runoff coefficient, peak flow, and reducing the infiltration flow and thereby causing flooding and river erosion is occurring in aquatic ecosystems are known to impair. This study aimed to classify use type of detailed land into the road, reststop, tollgates and etc. focused on major domestic highways, to understand the characteristics of rainfall runoff pollutants and to calculate applicable unit pollution load. Because of high runoff coefficient and short travel time to drainage. first flush occurred clearly. Average EMCs of runoff in the highway was investigated as TSS 108.47 mg / L, COD 28.16 mg / L, BOD 13.61 mg / L, TN 6.38 mg / L, TP 0.03 mg / L, Cu 118.17 ${\mu}g$ / L, Pb 345.3 ${\mu}g$ / L, Zn 349.47 ${\mu}g$ / L. Unit pollution loads calculated by detailed land use area of highways based on average annual rainfall, EMCs, applicable basin areas and etc. were 46.6 kg/km2/day of BOD, 1.4 kg/km2/day of TP, 8.81 kg / km2/day of TN and these were BOD 50.8%, TP 66.7%, TN 64.4%in comparison of the unit pollution loads which applies fallow land standards of the TMDL(Total Maximum Daily Load). It was considered that discharged loads can be excessively calculated in case highway non-point management plans based on unit pollution load of the current land standard.

• 한국주거학회논문집
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• 제3권2호
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• pp.89-99
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• 1992

We discussed the change of housing environmental problems from the early 1900s to the present in Study(I). This study(II) which secendly research of study(I) analyzed the fixing precess of a lavatory centering around a excretion which was a serious housing environmental problem in 1920 to 1940. The documentary research method was used for this study. Articles of content analysis(N=185) were published in 1920 to 1990 which were The Deng-A daily news article about a excretion and a lavatory. The main content of this study was examined the change, such as the number of whole article, the column number of article by time series. and the content of article by subject. 1. The number of whole article by time series was collected mainly in1920s-1930s. In 1940s-1960s, one-two column of article was appeared generally and three-four, five column of article was appeared in 1970-1980. 2. Contents of article was divided into two classes, excretion and lavatory. Contents of excretion was 1) a use of fertilizer 2) the method of transportation 3) a cost of gathering 4) a place of disposal 5) the problem of cleaning. Contents of lavatory was 1) a public lavatory 2) a flush toilet 3) a sanitary conditions 3. 1) A use of fertilizer was concentrated in 1920s-1930s, and problems of it was solved more or less by change of management method. Transportation of excretion developed such as \ulcornerGue\ulcorner->a coach of tank style->underground transportation->a dung car of absorption style. Disposal place of excretion was a cause of dissatisfaction in 1920s and it is serious problem Today. A duty of excretion gathering was transfered to a private worker in 1978. The accunulation problem of excretion was continued until 1940s-1950s. The management law of waste matters was proclaimed in 1986. 2) A public lavatory was planned in 1924 for the first time, and it is insufficient in these days, A settlement of public lavatory in building which has upward of 20pyung became obligation in 1973. The problem of water contamination which by poor septic tank was happened in 1970s-1980s.