• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.546-551
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• 2006

It considered the population decrease and becoming older in age of the Rural area and operates by unmaned-non power which self-controlled gate developed. The operational principal used a buoyancy and when water level in the canal arrived to the set water level, in order for gate to be opened. The plate in order to fix to the shape in the canal which begs, it did in the quadrilateral and the rainfall it is sour intensively, canal bank comfort plate in order to ascend completely, it designed. The result which establishes Self-controlled gate, the gate upstream 1km until degree there was water level synergistic effect. It developed 4 as the research project and it established in Ah San city, and it establishes the Self-controlled gate of $B3.2m{\times}H2.4m$ size in Damyang and 100ha it does water supply in the rice field.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2003년도 학술발표논문집
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• pp.147-150
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• 2003

According to development and urbanization of country, environment and ecosystem were ignored during the past thirty years. Therefore canal, which had been developed by concrete, is remained as the space where life can not alive any longer. In this study, Environmental friendly canal construction method using porous loess block are investigated. Porous loess blocks are which is developing focused on both scenery and hydraulic safty. Canal using Porous loess blocks can take a vegetation's distribution and improvement of soil properties and hydraulic safty of bank. In this study, The examination of applied canal construction method using porous loess block that is considering vegetation's distribution and properties of material is done to present development of environmental friendly canal construction method.

• Journal of Forest and Environmental Science
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• 제32권4호
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• pp.353-366
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• 2016

The effect of different environmental conditions and altitudes on the growth and reproductive characteristics in 12 teak plantations at 4 different blocks (Cauvery canal bank, Topslip and Parambikulam (Tamil Nadu), Nilambur and Wayanad (Kerala) of Southern India was investigated. The annual rainfall and mean monthly temperature of the study areas varied significantly from 1390 to 3188 mm and 16 to $38^{\circ}C$ respectively. The teak plantations in Cauvery canal bank which grow in continuous moisture condition (8-10 months) retain the leaf for longer period due to moisture resulting continuous supply of photosynthates leads to fast and outstanding growth. The girth at breast height (GBH) of 34-years-old tree in canal area was similar to that of 40 to 49-years-old trees in other locations, indicating that teak plantations with regular watering and silvicultural practices may be harvested at the age of 30 years. The leaf fall, flowering and fruiting showed significant variations in different teak plantations due to environmental factors and altitudes. It was found that increase of rainfall enhances number of flowers in the inflorescence in teak. Tholpatty (block-IV) showed more flowering in a inflorescence (3,734-3,744) compared to other plantations (1,678-3,307). Flowering in Nilambur and Wayanad coincided with heavy rainfall resulting low fruitset (1.1-2.3%) probably heavy rainfall ensuing restriction of pollinators for effective pollination. On the other hand, flowering in Cauvery canal bank (Block-I) was not coincided with high rainfall exhibited high fruitset (2-3%). About 66 to 76% of the fruits in different plantations were empty, and it is one of the main reasons for poor germination in teak. The seeds of Topslip and Parambikulam (Block-II) showed higher seed weight, maximum seed filling and good germination indicating that the environmental factors and altitude play significant role in fruit setting and seed filling in teak. In addition, the teak plantations in Topslip and Parambikulam showed good growth suggesting that plantations in the altitude range of approximately 550-700 m may be suitable for converting into seed production areas for production of quality seeds.

• Water Engineering Research
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• 제2권3호
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• pp.161-169
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• 2001

Present study deals with the development of a numerical model for the estimation of net annual recharge by coupling the Galerkin's finite element flow simulationl model with the Gauss-Newton-Marquardt optimization technique. The developed coupled numerical model is applied for estimating net annual recharge for Mahi Right Bank Canal (MRBC) project the norms of Groundwater Resources Estimation committee (1984, 1997) and Indian Agricultural research Institute(1983). It is observed that the estimated net recharge by inverse modeling is closer to the net recharge estimated using the water balance approach. Further it is observed that the computed head distribution from the estimated recharge agree closely with the observed head distribution. The study concludes that the developed model for inverse modeling can be successfully applied to large groundwater system involving regional aquifers where reliable recharge estimation always requires considerable time and financial resources.

• Journal of Ship and Ocean Technology
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• 제1권2호
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• pp.1-10
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• 1997

The prediction of the total resistance of a ship is generally based on considering it to be a simple sum of the viscous resistance and the wave resistance. An experimental approach for predicting full-size ship resistance on this basis is practical but obviously has the deficiency that a model has to be built for each prototype of interest and the resulting tank tests are time consuming. On the other hand, purely theoretical calculations of the wave resistance, using, for example, the Michell theory, require relatively little computer time and give an excellent portrayal of the overall variation of the vessel resistance as a function of forward speed. Unfortunately, there are sufficient differences between this theory and the measured results to make this method impractical for design purposes. The proposal examined here is to use a data bank of experimental resistance results to modify the theoretical predictions. It is demonstrated that the technique will produce remarkably accurate resistance predictions and can take into account the effects of the water depth, any restriction of canal or river width, as well as the prismatic coefficient, and other geometric parameters.

• 대한치과의사협회지
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• 제50권9호
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• pp.574-585
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• 2012

Purpose : This study was performed to evaluate the healing response around the root perforation restorative material. Materials and Methods : Four beagle dogs were used for experimental study. Endodontic treatment was performed at four maxillary premolars and artificial perforation was formed at furcation area of pulp chamber. Canal was filled with gutta percha cone and the perforation was sealed with MTA at group 1. At group 2, canal was filled and the perforation was sealed with dentin paste. Tooth paste was fabricated using extracted human teeth. Histologic examination of furcation area was performed 2, 4, 8 and 12 weeks after experiment. Results : New trabecular bone formation was observed around the MTA and tooth paste. Lamellar bone was observed as time is over. There were no inflammatory reaction in both groups. Conclusion : There is a possibility which endodontic filling material can be developed using extracted teeth.

• 한국수자원학회논문집
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• 제51권1호
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• pp.35-48
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• 2018

수제는 일반적으로 하천에서의 흐름 방향과 유속을 제어하여 하안 또는 제방을 유수에 의한 침식작용으로부터 보호하기 위한 목적으로 설치될 뿐만 아니라 과거에는 운하를 위한 충분한 수심 확보 목적으로 이용되었다. 2000년대 이후 하천복원 및 자연하천 정비에 대한 관심이 커지면서, 수제 설치로 인해 발생되는 수제주변 국부적인 흐름제어와 다양한 하상조건이 수중서식처 기능을 줄 수 있어 환경적 주요 수공구조물로 제시되고 있다. 수제는 주로 여러 개의 군수제로 설치되는데 설치간격에 따라 주수로에서 변화되는 흐름과 수제역내 흐름이 다양하게 발생하기 때문에 군수제 설계에 있어서 수제의 간격은 중요한 설계인자라 할 수 있다. 본 연구는 수제간격 및 설치각도에 따라 다양하게 변화되는 수제역내 재순환구간의 흐름현상을 검토하여 수제목적에 따른 적정 수제간격을 결정하는데 정보를 제공하고자 하였다. 특히 흐름분석은 수제역내 재순환영역에서 발생하는 와의 형성, 와 중심점의 위치 및 제방부 유속을 주로 분석하여 제방부의 안정성에 영향을 미치는 제방주변에서의 흐름특성을 검토하였다. 실험의 결과는 군수제 설치에 따른 수제역 내의 하상변화와 제방안정성 검토를 위한 중요한 기초자료가 될 것이다.

• Restorative Dentistry and Endodontics
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• 제24권1호
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• pp.40-48
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• 1999

This study was designed to examine the specificities of the designed primers for F. nucleatum and F. necrophorum and to compare the PCR results using clinical samples with those of the anaerobic culture method. F. nucleatum and F. necrophorum spp. are frequently isolated in infected root canals, and they are related to periapical diseases. F. nucleatum(VPI 10197) and F. necrophorum(ATCC 25286) were used as references for PCR reaction, and thirty five teeth with one canal and periapical lesion were used. The samples were cultured anaerobically and identified using Rapid ID 32A(BioMerieux Vitek, Inc., France) as biochemical battery. In the GenBank database, species-specific PCR primers(nuc1/nuc2 primers for F. nucleatum and nec1/nec2 primers for F. necrophorum) were designed from the 16S ribosomal DNA(rDNA) sequences of F. nucleatum(accession number M58683) and F. necrophorum(accession number AF044948). PCR procedures of F. nucleatum(VPI 10197) and F. necrophorum (ATCC 25286) were simulated on a computer software. Amplify(v.1.2${\beta}$ for Macintosh). 820 bps and 817 bps of nucleotides were expected, respectively. Using extracted DNAs with QiaAmp tissue kit(Qiagen co., Germany), PCR was done. The results were as follows : 1. The nuc1/nuc2 primers produced an amplicon of 820 bps and the nec1/nec2 primers produced an amplicon of 817 bps. 2. The nuc1/nuc2 primers and the nec1/nec2 primers were specific and did not react with species other than the designated ones(i.e. nuc1/nuc2 primers did not produce amplicons for F. necrophorum, and vice versa.). And the PCR products of Porphyromonas endodontalis(ATCC 35406), Porphyromonas gingivalis(ATCC 33277), Prevotella intermedia(ATCC 25611), and Prevotella nigrescens(ATCC 33563), frequently isolated in infected root canals and periapical lesions, were not amplified by the primers specific for Fusobacterium nucleatum and Fusobacterium necrophorum. 3. This method utilizing PCR could detect F. nucleatum and F. necrophorum in clinical samples, while anaerobic culture method could detect neither.

• 한국해안·해양공학회논문집
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• 제27권4호
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• pp.202-216
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• 2015

가용한 토지의 부족으로 현재 우리나라 인공운하에서 흔히 관측되는 협수로에서는 고립파 형태의 항주파가 생성되는 것으로 추정된다. 본고에서는 이러한 가설을 확인하기 위해 수치모의를 수행하였다. 수치모의는 삼차원 Navier Stokes 식과 VOF에 기초하여 수행되었으며, 수치모형의 검증은 현재 우리에게 가용한 운하 설계기준 중 가장 빈번히 언급되는 PIANC (1987) 설계안과 본고에서 유도된 해석해에 기초하여 수행되었다. 모의결과, 고립파형태의 항주파가 관측되었으며, 하안 인근에서 계측된 선수파 파고의 경우 수치모의 결과는 PIANC (1987) 설계안을 상회하였으며 상당히 오랜 기간 (이십초 내외) 지속되었다. 선미파의 경우는 하회하였다. 이러한 결과는 광역수로에서 관측되는 항주파의 일반적인 특성과는 상이한 것으로 좁은 수로 폭이 항주파 특성에 영향을 미치는 것으로 판단된다. 또한 선박의 협수로 통과시 선박을 중심으로 양안으로 진행되는 흐름과, 반사로 인해 양안에서 선박으로 진행되는 흐름이 교대로 출현하였으며 이 때 최대 0.90 m/s의 유속이 전 수심대역에서 비교적 균일하게 유지되어, 상당한 쇄굴이 진행될 수 있다고 판단된다.

• 한국응용곤충학회지
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• 제46권1호
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• pp.109-115
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• 2007

전남지역 담수직파재배지에서 발생하여 피해를 주고 있는 왕우렁이의 발생상황, 특성 및 피해를 조사한 결과는 다음과 같다. 왕우렁이는 2003년 10월까지는 밀도가 높았으나 11월부터 밀도가 급격히 떨어져 월동에 들어가기 시작하였으며 4월 중순부터 월동에서 깨어나기 시작하였다. 물이 없는 본답에서는 거의 발견할 수 없었으며 본답에서는 6월부터, 수로에서는 5월부터 밀도가 증가하기 시작하였다. 왕우렁이는 벼유묘 8.4cm의 길이를 섭식하는데 235.2초가 소요되며, 이때 한번 섭식을 하면 벼 유묘 지상부가 2.5cm밖에 남지 않아 회복되지 못하였다. 왕우렁이의 밀도가 높을수록 벼 피해는 컸으며 포트당 20마리인 경우 24시간만에 100%의 섭식률을 보였다. 왕우렁이는 논 중앙보다는 논둑 주변에 더 많이 분포하였으며 산란된 난괴 역시 논둑주변에 더 많았다. 겨울을 난후 개체의 크기는 대부분 소형유체(25mm 이하)였으나 물이 지속적으로 고여 있고 흙이 부드러운 수로의 개체들은 대형이었다. 월동 중인 왕우렁이를 채집하여 양식종과 비교한 결과 유리온실이나 비닐하우스에 보관하여도 바로 섭식하지 않았으며 생존율도 양식종보다 낮았다. 온도가 급격히 변화하면 왕우렁이는 활동을 정지하고 온도가 상승하면 다시 활동하기 시작하였다. 그러나 $-3^{\circ}C$ 정도까지 내려가면 거의 모든 개체가 생존하지 못하였다. 왕우렁이에 의한 피해는 담수직파시 20%로 높았고, 기계이앙 재배논에서 피해는 낮았으며 피해를 받은 이후 회복되었다. 왕우렁이를 담수직파 벼에 투입하였을때 파종직후에 5.6%의 피해율을 보였으며 늦게 방사할수록 피해율은 적었다.