• 한국방재학회 논문집
• /
• 제8권3호
• /
• pp.117-122
• /
• 2008

사람들은 수로 또는 하천에서 취수를 목적으로 하천을 횡단하는 보와 같은 수중 구조물을 설치하여 물을 임시 저류시켜 사용하는 방법을 이용하고 있으나, 구조물에 의하여 하천의 흐름이 정체되어 수질사고 및 홍수 등의 부작용이 발생하기도 한다. 본 연구에서는 다양한 가동보 중 저층수 배출식 공압식 가동보를 실험수로에 설치하여 가동보 설치각도 변화에 따른 흐름 영향을 분석하였으며, 저층수 배출을 위해 설치해 놓은 저층수 유입구에 따라 변화하는 흐름특성을 분석하였다. 분석 결과 보 설치 각도에 따라 저층수 배출장치로만 물을 배제시킬 경우 설치각도의 증가에 따라 유량은 점차 증가하며, 저층수 유입구의 유무 따른 흐름특성 변화는 유속의 경우 최대 21.9배 증가한 것을 확인할 수 있으며, 수위변화에는 크게 영향을 미치지 않는 것으로 나타났으나, 보 상류 부분에서 국부적으로 평균 이상의 수위 감소를 나타내고 있다.

• 한국환경농학회지
• /
• 제26권2호
• /
• pp.107-115
• /
• 2007

본 연구는 농경지와 농촌마을로부터 발생하여 소하천으로 유입되는 비점오염물질을 경감시키기 위하여 농업간선배수로 끝의 논에서 배수로 물을 관개수로 이용하였을 때 수질정화효과를 살펴보고, 비점오염물질 정화를 위한 효과적인 벼 재배 양식을 탐색하기 위하여 수행하였다. 모든 벼 재배양식에서 하천으로 유입되는 비점오염물질이 정화되는 효과를 확인할 수 있었다. 잡초의 건물량을 포함한 벼 재배양식별 총건물생산능력은 기계이앙재배에서 가장 높았으나, 무경운자연재배와는 차이가 적었고, 비점오염물질인 T-N과 $P_2O_5$, $K_2O$의 흡수량은 기계이앙재배 > 무경운자연재배 > 건답직파재배 순으로 높았다. 벼 전 생육기간동안 비점오염물질의 정화량은 T-N과 T-P, K 모두 무경운자연재배 > 건답직파재배 > 기계이앙재배 순이었는데, 기계이앙에 비하여 무경운자연재배에서 T-N 323, T-P 12, K 183 kg $ha^{-1}$가 더 정화되었으며, 건답직파재배에서는 T-N 68, T-P 0.7, K 16 kg $ha^{-1}$가 더 정화된 결과를 보였다. 기계이앙재배는 건물생산량과 비점오염물질의 흡수량은 가장 많았으나 관개 소요량이 적고 시비에 의하여 비점오염물질의 정화효과는 상대적으로 낮았다. 벼 생육단계별 비점오염물질정화량은 기계이앙재배의 경우 분얼기 > 결실기 > 신장기 순으로 높았으나, 무경운자연재배와 건답직파재배에서는 결실기 > 분얼기 > 신장기 순이었다. 벼 재배양식별 쌀수량은 기계이앙재배의 4,698 kg $ha^{-1}$와 비교하여 무경운자연재배는 13%, 건답직파재배는 15% 감수되었다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.1415-1426
• /
• 2008

Stone columns, locally called "GCP (granular compaction pile)" can be used to improve strength and resistance against lateral movement of a foundation soil like rigid piles and piers. Also installation of such a discrete column facilitates drainage, and densifies and reinforces the soil in the sense of ground improvement. The integrity of the GCP has been indirectly controlled with the records of each batch including depth and the quantity of stone filled. An integrity testing was attempted using crosshole S-wave logging. The method is conceptionally same as the crosshole sonic logging (CSL) for drilled piers. The only and critical difference is that S-wave should be used in the logging, because P-wave velocity of the stone column is less than that of ground water. The crosshole sonic logger does not have the capability to measure S-wave propagating through the skeleton of crushed stone. An electro-mechanical source, which can generate either P- or SH-waves, and a 1-D geophone were used to measure SH-waves. Two 76mm diameter cased boreholes were installed 1 meter apart across the nominal 700mm diameter stone column. At every 10cm of depth, shear wave was measured across the stone column. One more borehole was also installed 1 meter outward from the one of the above boreholes to measure the shear wave profile of the surrounding soil. The diametric variation of the stone column with respect to depth was evaluated from the shear wave arrival times across the stone column, and shear wave velocities of crushed stone and surrounding soil. The volume calculated with these variational diameters is very close to the actual quantity of the stone filled.

• 환경영향평가
• /
• 제10권1호
• /
• pp.9-19
• /
• 2001

An intensive watershed survey including water quality measurement of 6 times was carried out in order to find out the relationship between pollutant load and water quality in a small stream watershed where livestock wastewater is the main source of water pollution. The findings from the survey are as follows. 1) The number of livestock showed large disagreement among county office, myon, and insite survey. It is vital to check the data at the beginning of watershed survey. 2) The fluctuation of streamflow and water quality was so large depending on the day of measurement that it is essential to set up continuous telemetering system to get reliable data about delivery ratio of pollutants. 3) It was helpful for setting the priority of investigation to check water quality and quantity at several points along the stream after dividing the watershed into 5 drainage areas. 4) To control the livestock wastewater, especially in case of cows, it is necessary to have roof system and prevent overland flow from the ground. In case of pig farms, it is recommended to have public treatment system instead of private treatment system. The exact emission load of livestock wastewater was difficult to estimate, and requires more study.

• 기술사
• /
• 제3권10호
• /
• pp.7-17
• /
• 1970

Fourteen reservoirs maintained by the local land improvement associations in the province of Chullabuk-Do and 20 reservoirs maintained by those in the province of Chullanam-Do, were surveyed in connection with a correction between storage capacity and sediment deposit. In addition to this survey, 3347 of small scale reservoirs, that lie scattered around in the above mentioned two provinces were investigated by using existing records pertaining to storage capacity in the office of City and Country, respectively. According to this inrestigation. the following conclusions are derived. 1. A sediment deposition rate is high, being about 10.63m$^3$/ha of drainage area, and resulting in the average decrease of storage capacity by 27.5%. This high rate of deposition could be mainly attributed to the severe denudation of forests due to disorderly cuttings of trees. Especially, in small scale reservoirs, an original average design storage depth of 197mm in irrigation water depth is decreased to about 140mm. 2. An average unit storage depth of 325.6mm as the time of initial construction is decreased to 226mm at present. This phenomena causes a greater shortage of gation water, since it was assumed that original storage quantity itself was already in short.

• 펄프종이기술
• /
• 제40권3호
• /
• pp.42-47
• /
• 2008

For the purpose of reduction of production cost in the industrial papermaking process, the use of waste paper has been more and more increased as a fibrous raw material, and the closed system of white water became closed more than ever. "Scum" indicates the floated sludge by a flotation during primary wastewater treatment process in paper mills. If the scum is used as the raw material, it could reduce both the raw material and solid waste treatment cost with even small quantity. In this study, the element survey and the toxicity measurement was carried out for recycling scum. A load factor of stock preparation process in paper mills was measured by somerville screen. Physical properties of paper sheet containing the accepted scum from the stock of AOCC or KOCC were evaluated. The result of this study shows that recycling scum has potential to be used in paper making system. It also might be able to reduce the required energy used by the pressing or drainage process, the raw material cost, and solid waste treatment cost due to the recycling of scum.

• 국제학술발표논문집
• /
• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
• /
• pp.364-367
• /
• 2011

The levels of unemployment and poverty are extremely high and two of South Africa's most pressing problems. There is also a widely acknowledged need for housing and municipal infrastructure (water supply, sewerage, streets, storm water drainage, and electricity, refuse collection). From a theoretical perspective supported by experience elsewhere in Africa, there are reasons for considering that properly formulated employment creation programmes based on the use of labour-intensive methods could be established to construct and maintain the required physical infrastructure, thus creating employment, skills and institutional capacities. Over the past 30 years several projects have been initiated in South Africa to counter unemployment and poverty. Given the socio-economic conditions and political objectives (regarding development, employment creation and alleviation of poverty), it is anticipated that future large-scale construction projects will be proposed by the public sector (National, Provincial and Local Government). The paper will first examine the main tenets of the implementation of development projects through the use of labour-intensive construction and a description of progress elsewhere in Africa and their potential contribution which public works programmes could make to alleviate the poverty and unemployment problems. The research will then analyse the successes and challenges that have been experienced in South Africa in relation to the implementation of development projects over the past 30 years. The paper closes with recommendations and lessons for the future.

• 대한토목학회논문집
• /
• 제38권6호
• /
• pp.839-850
• /
• 2018

집중호우에 의한 도시 유역의 침수 피해가 도시화에 따라 증가하는 추세이며, 이에 따라 정확하면서도 신속한 홍수예보 및 침수 예상도 표출이 필요하다. 특정 강우량에 따른 미지의 침수 범위를 예상하는 것은 도시 유역의 홍수에 대한 사전 대비에 매우 중요한 사안이며, 이를 위해 현재 홍수 예보와 관련된 정부기관에서 침수 피해 예상도를 주민들에게 제공하고자 하고 있다. 하지만, 특정 강우에 따른 정확한 침수 범위를 정량화하여 표출하는데 부족함이 있으며, 강우량과 지속시간에 따른 홍수의 크기에 대한 분석을 실시하고 수리학적 연계를 통한 준 실시간 침수범위 표출 방안을 고찰해야할 시기이다. 제시된 물리적 해석기반 자료를 이용하여 강우량-지속시간-침수량 관계곡선(Rainfall-Duration-Flooding quantity relationship curve, RDF)을 제시하고, 자율학습을 수행하는 자기조직화 특징 지도와 연계하여 미지의 침수 지도를 예측하였다. 예측한 침수 지도와 2차원 침수모형을 통한 결과를 비교하여, 제시된 방법론의 타당성을 검토하였다. 연구 결과를 통하여 중규모의 강우량 또는 빈도의 사상에 따른 미지의 침수범위를 제시하는데 용이할 것으로 판단된다. 더욱이 다양한 강우-월류량-홍수 양상을 내포하는 RDF 관계 곡선과 최적 침수예상도 데이터베이스를 구축함으로서 추후에 홍수예보의 기초자료로서 사용될 것이다.

• 생물환경조절학회지
• /
• 제2권2호
• /
• pp.89-98
• /
• 1993

본 연구에서는 일반농가에서 시설내 환경이 불량한 아치형 파이프하우스를 간이시설로 이용하고 있어 시설내 환경이 개선된 간이시설을 개발하여 작물생장반응을 구명코자 톱날형과 개량아치형, 관행아치형의 시설형태와 노지로 구분, 시험을 실시하여 연구결과를 요약하면 다음과 같다. 1. 개량아치형은 관행아치형에 비해 최고 4$^{\circ}C$의 온도가 낮아졌고, 톱날형은 1$^{\circ}C$이상 낮아 시설내 환경이 개선되었다. 2. 지하부 환경에서 관행아치형에 비해 잠열냉각+배수개선 처리는 1.3$^{\circ}C$가 낮고, 배수개선 처리는 0.9$^{\circ}C$가 낮게 나타나 잠열효과를 1$^{\circ}C$이상 보았다. 3. 톱날형은 하우스파이프를 지주겸용으로 설치하여 성력화면에서 가장 우수하였으며 환기를 위한 인력이 필요치 않아 노동력을 절감할 수 있는 시설로 개발되어졌고, 개량아치형은 환기를 위한 노동력은 필요하였으나 하우스파이프를 지주겸용으로 설치하였으므로 관행아치형에 비해 성력화되었다. 4. 토마토 상품과율은 개량아치형이 4,897kg/10a로 가장 많았고 관행아치형이 그 다음 순이었으며 광합성과 직접적인 관계가 되는 엽면적은 톱날형이 다른 형태보다 가장 넓었다. 5. 수량 및 상품성을 높이기 위해서는 환기면적이 넓은 개량아치형이 간이시설로써 적당하였고, 지하부 환경개선 효과는 톱날형의 잠열냉각+배수개선 방법이 좋았으며, 개량아치형과 관행아치형은 배수개선이 효과적이었다. 6. 톱날형, 개량아치형 간이시설은 성력화되고 시설내 환경이 개선되어졌으며, 관행아치형 시설형태를 좀더 발전시켜야 할 것으로 사료된다.

• Archives of Plastic Surgery
• /
• 제35권3호
• /
• pp.267-272
• /
• 2008

Purpose: Donor site seroma is the most common complication of extended latissimus dorsi flap for breast reconstruction. One of preventive treatments is to use the fibrin sealant in donor site before closure. Experimentally, it has been used successfully in the prevention of latissimus donor site seroma, but its clinical efficacy and results were very controversial. Thus, the purpose of this study is to evaluate the clinical efficacy and to determine the optimal dose of fibrin sealant. Methods: A retrospective study was done of patients operated under same surgical conditions by one operator with variable doses of fibrin sealant. The study group consisted of 60 consecutive patients who underwent breast reconstruction with extended latissimus flap reconstructions from January 2005 to December 2006. Patients were divided into 4 group by applied fibrin sealant amount(group 1=0 mL, group 2=1 mL, group 3=2 mL, group 4=4 mL). Retrospective data were obtained from total postoperative drainage amount, time from surgery to drain removal, and incidence and quantity of seroma formation in matched patients group. Results: Total drainage amount decreased relative to the amount of fibrin sealant. The seroma formation rate of 30% in the study group 4 was significantly less than group 1 rate of 71%(p<0.05). It was an improvement over the rates of as much as 79% described previously in the literature. Also, time from surgery to drain removal was shortened significantly in group 4 patients(p<0.05). Conclusion: The use of fibrin sealant in the extended latissimus dorsi flap donor site appears effective in preventing seroma. However, important factors to obtain lower seroma formation rates are proper techniques and proper amounts such as the authors suggested amount: $0.01mL/cm^2$ with spray type fibrin sealant.