In this research, we measured the number of lanes, distance, disposition of apartment that are affecting the road traffic noise to evaluate the current condition of G city’s road traffic noise. We decide on a basis regarding an apartment price formation factor, and the apartment current price and the results that compared. To have a point scale, we set the maximum road traffic noise at a 8 lane road for 5 points, give 4 points for a 6 lane road, which has a 2.1～2.5 dB(A) difference compared to a 8 lane road, give 3 points for a 4 lane road, which has a 5.2～5.5 dB(A) difference compared to a 8 lane road, and set 2 points for a 2 lane road and lower. If we set the standard floor plan as horizontal and a living room facing the roadside, the horizontal and living room facing the opposite side of the road is 1 point because it differs by 14.1 dB(A), and the vertical is 3 points since the difference is 5.3 dB(A). If we make grades by the distance, making standard the fifth floor with little soundproof effect from apartment to road, we observe a measurement below 2.9 dB(A) at a distance of less than 10 m and 5 dB(A), decreased at a distance of 20 m. Therefore, 4 points were given for less than 10m, 3 points for 10～20 m, 2 points for more than 20 m as we can apply the effect of a decay distance of line sound source and the decrease in noise effects of more than 6 dB(A), 1 point for more than 40m, and 0 points for more that 80 m since it is negligible. 28 apartments got 0 points because there is no effect of road traffic noise from other apartments, and 50 apartments where only the road at one side effect them got 5～10 points. 4 apartments (17-2, 6-3, 10-4, 3-3) received over 20 points. 15 cases showed a difference between developer price and resale price, and 11 cases (73%) among them showed the same trend (price increases with a low road traffic noise restriction factor point) with the point of road traffic noise restriction factor. 4 cases demonstrated the opposite trend, showing price increases with a high restriction factor point. Among the 4 cases, case numbers 2,6 and 9 appear to be more affected by the location factor (business district) than the road traffic noise restriction factor, and case number 1 appears to be affected by the building factor (openness and direction).

A laboratory experiment was conducted to investigate nitrogen removal from plating wastewater by a soil reactor. A combination of soil, waste oyster shell and activated sludge were used as a loading media in a soil reactor. The addition of 20% waste oyster shell and activated sludge to the soil accelerated nitrification (88.6% NH4+-N removal efficiency) and denitrification (84.3% NO3--N removal) in the soil reactor, respectively. In continuous removal, the influent NH4+-N was mostly converted to nitrate nitrogen in the nitrification soil reactor and only a small amount of NH4+-N was found in the effluent. When methanol was added as a carbon source to the denitrification soil reactor, the average removal efficiency of NO3--N significantly increased. The NO3--N removal by methanol addition in the denitrification soil reactor was mainly due to denitrification. The phosphorus was removed by the waste oyster shell media in the nitrification soil reactor. Moreover, the phosphorus removal in the denitrification soil reactor was achieved by synthesis of bacteria and the denitrification under anaerobic conditions. The approximate number of nitrifiers and denitrifiers was 3.3×105 MPN/g soil at a depth of 1～10 cm and 3.3×106 MPN/g soil at a depth of 10～20 cm, respectively, in the soil reactor mixed with a waste oyster shell media and activated sludge.

The activated sludge obtained from wastewater coke oven plant was immobilized by entrapment with polyethylene glycol (PEG). The effects of several factors on the biodegradation of CN- from synthetic wastewater were investigated using batch and continuous reactors. The degradation rate of CN- increased with increasing of the immobilized bead volume in the reactor. Approximately 7.65 mg/L of NH4-N was produced upon the degradation of 35 mg/L of CN-. When high concentrations of the toxic cyanide complex were used in the testing of cyanide degradation, the free activated sludge could be inhibited more than that of the immobilized activated sludge. When the phenol concentration was higher than 400 mg/L in the synthetic wastewater, approximately 98.4% of CN- was removed within 42 hours by the immobilized activated sludge. However, the cyanide was not completely degraded by the free activated sludge. This indicates that high phenol concentrations can act as a toxic factor for the free activated sludge. A CN- concentration of less than 1 mg/L was achieved by the immobilized sludge at the loading rate of 0.025 kg CN-/m3-d. Moreover, it was found that the HRT should be kept for 48 hours in order to obtain stable treatment conditions.

The growth performance of Eastern white pine (Pinus storbus L.) was studied with six provenances in four plantations. All growth performances were significantly different among provenances and plantations. The most outstanding source in volume growth at age 39 is North Carolina in all plantations and this trends had been started from four years old seedlings. In plantations, the growth is best in ChunCheon plantation while that is worst in GunPo plantation. The Effect of plantations was thought to be larger than that of provenances growth of P. strobus. A pattern of growth by ages was different by among plantations and even ate age about 40, the growth was still vigorous. Annual precipitation, foggy days, altitude and sand contents in soil are positively correlated with growth and the correlations between by ages were very high.

본 논문은 탄소섬유시트로 하면을 보강한 콘크리트 보에서 온도가 상승함에 따라 서로 다른 선팽창계수를 가지는 콘크리트와 탄소섬유시트 사이에 계면전단응력이 발생함으로 부착강도 평가 시 이를 고려하여야 함을 기술하고 있다. 선형탄성거동을 가정한 계면전단응력의 이론식과 모형 보의 온도변화실험을 통하여 변형률을 측정한 결과를 비교함으로써 이론해의 적용성을 확인하였으며, 이론식으로부터 30℃의 온도변화가 발생하는 경우 탄소섬유시트 부착계면에서 최대 0.91MPa의 전단응력이 발생되는 것으로 조사되었고 변화량이 10℃인 경우에서도 에폭시에 의한 부착강도의 10~15%의 응력이 추가적으로 발생하는 것으로 나타났다. 그러므로 탄소섬유시트로 콘크리트 구조물을 보수, 보강하는 경우 부착강도 평가 시 온도의 영향이 고려되어야 하며, 온도변화에 따른 장기간의 거동을 평가하는 노력이 필요한 것으로 판단된다.

This research helps you understand the road traffic noise levels by using a noise map. We have observed the change of the road traffic noise levels around 07:00～08:30 and 22:00～23:00 using the noise map in the city. The road traffic noise level is very high both at noon and at night around a beltway and an interchange that is linked with a highway. It seems that the main route of so many vehicles, which are at neighboring cities such as N city and D and H districts and which avoid traffic jams in the city, is the beltway and interchange. The road traffic noise level of a nearby express bus terminal, railroad station, and airport is more than 75 dB at noon and 65 dB at night. The road traffic noise level of G city at night is observed to be more than 55 dB. The noise levels of a residence area and a university are higher than a road with high noise levels when the commuters drive to work. The end of the day exceeds 11 o'clock because of a culture level of development that arouses spare time, eating out, adults' drinking culture, nightlife of the youth, etc. Therefore, the road traffic noise level is high during late night hours, and it exceeds regulatory guidelines (55 dB(A)). It also damages the residence area that is located near the road.

테다소나무의 생장은 포지에서는 산지간에 차이가 없었으나, 조림지에서 30년생에 이르면 수고, 흉고직경, 재적 등 모든 특성에서 산지간 차이가 있었으며 비교수종인 리기테다소나무에 비하여 재적생장이 약 1.3배 정도 우수한 것으로 나타났다. 평균생장은 수고 15.6 m, 흉고직경 25.0 cm, 재적 0.369 m3으로 나타났으며, 특히 Worcester, Greene, Berkeley산지는 0.4 m3이상의 재적생장을 보여 형질이 우수한 산지로 나타났다.

In Korea, a regulation of visual impact evaluation on development plan in natural environment is provided at the Natural Environment Conservation Act, but it was difficult to obtained the effectiveness enough to conserve natural landscape. So, the visual impact review on development plan is introduced to the act, through the revision of the Natural Environment Conservation Act in 2005. The basic directions of visual impact review are preservation, restoration, view protection, and harmony. The items of review are as follows; (1) development alternations for the provided plan, (2) executive reduction plan of visual impacts including consideration of growth of plants, (3) deliberation process between persons or parties concerned, etc. For rapid settlement of visual impact review system, it needs that the validity, the reliability, and the objectivity should be confirmed through steady research about reasonable guidance of review.

A laboratory experiment was performed to investigate nitrogen removal by the soil column. The addition of 20% waste oyster shell to the soil accelerated nitrification in soil column. The NO3--N concentration in the effluent decreased with the decrease of HRT(Hydraulic Retention Time). When methanol and glucose added as carbon sources, the average removal rates of T-N(Total Nitrogen) were 82% and 77.9%, respectively. The NO3--N removal by methanol supplementation in soil column can likely be attributed to denitrification. In continuous removal of nitrogen using the soil column, the COD(Chemical Oxygen Demand) and NH4+-N removed simultaneously in organic matter decomposing column. The greater part of NH4+-N was nitrified by the percolated through nitrification column, and the little NH4+-N was found in the effluent. The T-N of 87.4% removed at HRT of 36 hrs in denitrfication column. Because of nitrified effluents from nitrification column are low in carbonaceous matter, an external source of carbon is required.

A laboratory experiment was performed to investigate phosphorus and nitrogen removal from synthetic wastewater by intermittently aerated activated sludge process packed with aluminum and silver plate. Three continuous experimental processes, i. e. an intermittently aerated activated sludge process(Run A), an intermittently aerated activated sludge process with an aluminum and silver plate packed into the reactor(Run B), and a reactor post stage(Run C) were compared. In the batch experiments, the phosphorus removal time in the reactor packed with aluminum and silver plate simultaneously was faster than that of the reactor packed with only an aluminum plate. More phosphorus was removed with an increase of NaCl concentration. The pitting corrosion of aluminum does not affect the performance of the biological treatment. The total nitrogen removal efficiency in Run B was 57% and 43.6% at the HRT of 12 and 6 hours respectively. The effluent PO4-P concentration as low as 1.0 mg/L could be obtainable through the continuous experiment in Run B at HRT of 6 hours.

최근 입출항 수속 간소화에 대한 관심이 증대되면서 국제해사기구의 간소화 위원회를 중심으로 입출항 수속 절차와 신고서식의 표준화 작업이 진행되고 있다. 또한 항만 선진국에서는 전자적 수단을 이용하여 입출항 수속을 간소화함으로써 입출항 정보의 원활한 흐름과 효율화를 증대시키는 연구가 활발히 진행되고 있다. 입출항 수속 간소화 문제는 개별 단위국가의 노력으로는 한계가 있고, 관련 국가들간의 협력을 통해 원만히 해결 될 수 있다. 이에 따른 입출항 수속과 관련한 신고서식 및 절차의 표준화와 정보의 통합화가 선행되어야 한다. 먼저 본 연구에서는 입출항 수속 간소화에 대한 국세동향 분석을 통해 선진항만에서 이루어지고 있는 간소화 사례를 살펴보았다. 다음으로 한·중·일 3국을 중심으로 동북아 항만의 입출항 수속현황과 신고서식을 분석하여 공통적인 문제점을 도출하였으며 이를 해결하기 위한 방안으로 ebXML 기반에 국제 항만 입출항 신고 시스템을 제안하였다. 본 프레임워크를 통해 입출항 수속 정보의 재사용과 신고의 자동화가 가능해 짐으로써 간소화를 실현할 수 있으며, 항만산업에 전자상거래를 도입할 수 있는 기반을 마련하였다.

솔잎 열수 증류액에 대한 항산화 활성은 값이 로서 매우 강한 항산화 활성을 나타내었다. 솔잎 열수 증류액에 대한 항돌연변이 활성은 S. typhimurium TA98과 TA100 균주를 이용한 돌연변이성 실험 결과 솔잎 열수 증류액 자체로서는 변이원성이 없었으며 항돌연변이원성 실험에서는 직접변이원인 WNNG 의 경우 S. typhimurium TA100 균주에서 시료농도 에서 의 억제활성을 나타내었으며 4NQO 에 대해서는 동일 농도에서 의

솔잎 열수 증류액 시료 자체의 음용수 적합성 여부와 향기성분 등 품질평가를 검토하였다. 음용수 평가 항목에 따라 총45종류의 성분을 측정하였으며 실험 모두에서 유해성분이 검출되지 않았다. 특히 인체에 유해한 비소 (As), 납 (Pb), 수은 (Hg) 및 카드뮴 (Cd)등과 같은 무기물이 검출되지 않았을 뿐만 아니라 기타의 성분도 음용수 기준치 내의 함량을 나타냄으로서 음용수로 사용하는데 적합한 것으로 평가되었다. 솔잎 열수 증류액의 향기성분에