• 한국농공학회지
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• 제21권2호
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• pp.21-27
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• 1979

옛날에는 인력(人力)으로 수로(水路)를 만들었으나 기계(機械)의 발달(發達) 및 임금(賃金)의 상승(上昇)에 따라 기계화(機械化) 시공(施工)이 경제적(經濟的)으로 유리(有利)하게 되었으며 앞으로 이런 현상은 더욱 가속(加速)될 것이다. 수로(水路)의 기계시공(機械施工)은 굴착, 정리(整理), 포장(鋪裝)으로 나누어지며 굴착은 수로(水路)의 단면(斷面)을 대략적인 형태(形態)로 만드는 것이고 정리(整理)는 포장(鋪裝)을 할수 있게 .수로(水路)의 사면(斜面)과 바닥을 정확한 모양으로 다듬는 것이다. 정리(整理)의 정밀도(精密度)에 따라 포장용(鋪裝用) 재료(材料)의 양(量)이 크게 좌우(左右)된다. 자동정리기(自動整理機)는 종래의 것이 $20{\sim}40mm$의 표면(表面) 요철(凹凸)이 생기게 하나 현재(現在)는 ${\pm}6mm$의 정도(程度)까지 가능(可能)하다. 현재(現在)의 자동기계(自動機械)는 1인(人)의 운전원(運轉員)이 1일(日) $1,000{\sim}2,000m^3$까지 굴착 정리(整理)를 할수 있다. 콘크리트 포장(鋪裝)은 인력(人力)비빔으로 할때 1일(日) $2m^3/day$의 양(量)도 어렵고 로타리 믹서를 써도 $20m^3/day$ 정도(程度)이나 콘크리트 뱃치 푸랜트로 하면 $100{\sim}500m^3\day$가 가능하다. 그러나 대형(大型) 포장기(鋪裝機)를 사용(使用)하면 1일(日) 대형(大型) 수로(水路) $300{\sim}1,000m$를 포장(鋪裝)할수 있다. 수로(水路)의 기계시공(機械施工)은 콘크리트 포장(鋪裝) 두께를 균일(均一)하게 하므로써 콘크리트 비용(費用)을 최대(最大)로 절감(節減)하며 포장(鋪裝)의 품질(品質)을 좋게한다. 수로(水路)의 기계시공외(機械施工外)에도 많은 새로운 기계(機械)들이 사용(使用)되고 있으며 이러한 기계(機械)의 활용(活用)이 기술발전(技術發展)에 크게 기여하게 될 것이다.

• Restorative Dentistry and Endodontics
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• 제8권1호
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• pp.123-131
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• 1982

The purpose of this study was to observe the responses of the remaining pulp tissue after pulpotomy upon the several kinds of $Ca(OH)_2$ products and the responses of periapical tissue upon some root canal filling materials after extirpation. For pulpotomy, the class V cavities were prepared on the premolars, molars and upper canines, and the pulp was amputated. Each drug was placed over the amputated tissue and cavity was sealed with zinc oxide eugenol cement. The drugs which were used for the study were Dycal (Caulk Co. U.S.A.), Cavitec (Kerr Co. U.S.A.), Calvital, Nobudyne and Neodyne (Neo Dental Chemical Products). For extirpation, the endodontic cavities were prepared on the lingual surfaces of anterior teeth, and the pulp tissues were extirpated as routine method. After enlarging, irrigation, and measuring of root length by taking X-ray, each root canal filling material was filled in the canal with gutta percha cone, and endodontic cavity was sealed with zinc oxide eugenol cement. Zinc oxide eugenol, $Ca(OH)_2$ (Eli Lilly Co. U.S.A.) and Vitapex (Neo Dental Chemical Products) were used as root canal filling materials. Animals were sacrificed after 1, 3 and 6 weeks following the operation. The teeth were decalcified in formic acid, sectioned and stained with hematoxylin eosin. Microscopic examination revealed as follows. 1. Dycal: The dentin bridge formation was observed at the 3rd week after pulpotomy. Inflammatory conditions which were infiltration of inflammatory cells and dilatation of blood vessels were kept in remaining pulp tissue at the 6th week. 2. Calvital: The dentin bridge was observed at the 1st week after pulpotomy. As the time clasped, the pulp tended to be the fibrous degeneration. 3. Cavitec, Nobudyne and Neodyne: In the case of Cavitec and Nobudyne, the incompleted and irregular dentin bridge was observed at the 6th week, and in Neodyne, was observed at the 3rd week. The severe inflammatory changes were seen in the remaining pulp tissue. As the time clasped, the fibrous degeneration tended to spread in the remaining pulp tissue. 4. $Ca(OH)_2$: Osteocementum was formed at the 3rd week, the matrix of cementum and dentin were resorted, and infiltration of lymphocytes was seen in periapical tissue when $Ca(OH)_2$ was used as canal-filling materials. S. ZOE and Vitapex The cementum like substance was seen in periapical portion at the 1st week, when ZOE and Vitapex were used as root canal filling materials. As the time elapsed, the matrix of cementum and dentin tended to be resorted. At the 6th week, the inflammatory condition of periapical tissue was continued in the case of ZOE, but was reduced in the case of Vitapex.

• 한국유체기계학회 논문집
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• 제9권3호
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• pp.36-43
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• 2006

Recently, micro hydropower and it's useful utilization are taking a growing interest as a countermeasure of global worming by carbon dioxide and exhaustion of fossil fuel. The purpose of this study is to investigate the possibility of extracting micro hydropower wasted by a valve in water supply system using micro cross-flow hydraulic turbine. In order to fulfill the functions of controlling flow rate and pressure in substitute for the valve, air and water are supplied into an air suction hole which is installed on the side wall of micro cross-flow hydraulic turbine. The results show that in case of supplying a lot of air into the air suction hole, about 50% of flow rate and relatively high value of loss coefficient are controlled by the turbine. Moreover, including high possibility of applying the micro cross-flow turbine to water supply system, extended application of the turbine to the water discharge system of drainage and irrigation canal.

• 한국관개배수논문집
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• 제17권2호
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• pp.105-114
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• 2010

Tidal land reclamation provided water resources and land for agriculture and contributed stable crop production. However, climate change by global warming disrupts the hydrologic circulatory system of the earth resulting in sea level rise and more frequent flood for reclaimed arable land. Recently, Suyu reclaimed paddy field in Jindo-gun experienced prolonged inundation after heavy rainfall and there is a growing risk of flood damage. Onsite survey and flood analysis using GATE_Pro model of Korea Rural Corporation were conducted to investigate causes of flooding. To perform the analysis, input data such as inflow hydrograph, the lowest elevation of paddy field, neap tide level, management level of Gunnae estuary lake at the time of the flood were collected. Flood analysis confirmed that current drainage facilities are not enough to prevent 20year return period flood. The result of analysis showed flooding more than 24hours. Therefore, flood mitigation alternatives such as sluice gate expansion, installation drainage pumping station, refill paddy land, and catch canal were studied. Replacing drainage culvert of Suyu dike to sluice gate and installing drainage pumping station at the Gunne lake were identified as an effective flood control measures. Furthermore, TM/TC (SCADA) system and expert for gate management are required for the better management of drainage for estuary dam and flood mitigation.

• Restorative Dentistry and Endodontics
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• 제47권3호
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• pp.30.1-30.15
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• 2022

Objectives: This study aimed to evaluate the effectiveness of final irrigation with cold saline solution after endodontic treatment compared with saline solution at room temperature against postoperative pain following endodontic treatment. Materials and Methods: A broad search was performed in the PubMed, Web of Science, Scopus, Cochrane Library, Virtual Health Library (LILACS), and Grey Literature databases. Two independent reviewers performed data extraction, risk of bias using the Cochrane methodology, and certainty of evidence using the Grading of Recommendations, Assessment, Development and Evaluations (GRADE) approach. Results: Eight studies were included in qualitative synthesis. Intracanal cryotherapy favored the reduction of postoperative pain in the systematic review. Four studies were included in meta-analyses. The meta-analysis showed that intracanal cryotherapy reduced postoperative pain in teeth with symptomatic apical periodontitis (SAP) at 24 hours. There was no association between intracanal cryotherapy and control (room temperature) groups in teeth with normal periapical tissue with respect to postoperative pain at 24 hours and 48 hours. Conclusions: Intracanal cryotherapy was effective in reducing postoperative pain after endodontic treatment in teeth with SAP.

• 한국지역지리학회지
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• 제3권2호
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• pp.37-87
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• 1997

만경강유역을 하나의 연장선상에 놓고 연구한 결과, 그 공간상에서 역사와 더불어 형성발달해온 시공연속체를 확인할 수 있었다. 만경강상류에서 하류 하구연안에 이르는 면장공간상에서의 개간과정은 여말에서 부터 시작되어 오늘에 이른 것으로 볼 수 있다. [기원지-지향지] 지향가설에서 본 개간과정에서 개간의 기원지는 만경강상류 산간계곡의 지류곡지 개간을 효시로 하여 기원지가 이루어지고, 조선조 중기까지는 수방대책의 발달과 더불어 하천 중류까지 진출하고, 하천 본류에 대한 하류지역의 계간은 하천의 규모와 유수량의 증가로 인한 하안의 홍수와 범람을 극복할 수 있는 인공제방을 축조할 수 있는 기술수준에 이른 1920년대에 들어서야 본격화되고, 그후 연이어 하구연안의 간석지 개간도 시행되어 개간의 개척첨단이 이들 지향지인 해안간석지일대에 형성되는 것을 볼 수 있다. 시간의 흐름과 더불어 각 시기마다 공간의 변화도 수반되어 시공연속체가 발달하는 것을 볼 수 있다. 취락의 경우 개간과정에 따라 산간계곡 산록일대에서는 주변입지적 집촌, 하천중류와 하류에서는 중앙입지적 집촌, 하천하구 간석지에서는 중앙입지적 열촌형태가 우세하게 나타났다.

• 한국농공학회지
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• 제20권1호
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• pp.4592-4598
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• 1978

The purpose of this research is to find out mathemetically an economical intake water depth in the design of head works through the derivation of some formulas. For the performance of the purpose the following formulas were found out for the design intake water depth in each flow type of intake sluice, such as overflow type and orifice type. (1) The conditional equations of !he economical intake water depth in .case that weir body is placed on permeable soil layer ; (a) in the overflow type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }+ { 1} over {2 } { Cp}_{3 }L(0.67 SQRT { q} -0.61) { ( { d}_{0 }+ { h}_{1 }+ { h}_{0 } )}^{- { 1} over {2 } }- { { { 3Q}_{1 } { p}_{5 } { h}_{1 } }^{- { 5} over {2 } } } over { { 2m}_{1 }(1-s) SQRT { 2gs} }+[ LEFT { b+ { 4C TIMES { 0.61}^{2 } } over {3(r-1) }+z( { d}_{0 }+ { h}_{0 } ) RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L+ { dcp}_{3 }L+ { nkp}_{5 }+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ] =0}}}} (b) in the orifice type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }+ { 1} over {2 } C { p}_{3 }L(0.67 SQRT { q} -0.61)}}}} {{{{ { ({d }_{0 }+ { h}_{1 }+ { h}_{0 } )}^{ - { 1} over {2 } }- { { 3Q}_{1 } { p}_{ 6} { { h}_{1 } }^{- { 5} over {2 } } } over { { 2m}_{ 2}m' SQRT { 2gs} }+[ LEFT { b+ { 4C TIMES { 0.61}^{2 } } over {3(r-1) }+z( { d}_{0 }+ { h}_{0 } ) RIGHT } { p}_{1 }L }}}} {{{{+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 } L+dC { p}_{4 }L+(2 { z}_{0 }+m )(1-s) { L}_{d } { p}_{7 }]=0 }}}} where, z=outer slope of weir body (value of cotangent), h1=intake water depth (m), L=total length of weir (m), C=Bligh's creep ratio, q=flood discharge overflowing weir crest per unit length of weir (m3/sec/m), d0=average height to intake sill elevation in weir (m), h0=freeboard of weir (m), Q1=design irrigation requirements (m3/sec), m1=coefficient of head loss (0.9∼0.95) s=(h1-h2)/h1, h2=flow water depth outside intake sluice gate (m), b=width of weir crest (m), r=specific weight of weir materials, d=depth of cutting along seepage length under the weir (m), n=number of side contraction, k=coefficient of side contraction loss (0.02∼0.04), m2=coefficient of discharge (0.7∼0.9) m'=h0/h1, h0=open height of gate (m), p1 and p4=unit price of weir body and of excavation of weir site, respectively (won/㎥), p2 and p3=unit price of construction form and of revetment for protection of downstream riverbed, respectively (won/㎡), p5 and p6=average cost per unit width of intake sluice including cost of intake canal having the same one as width of the sluice in case of overflow type and orifice type respectively (won/m), zo : inner slope of section area in intake canal from its beginning point to its changing point to ordinary flow section, m: coefficient concerning the mean width of intak canal site,a : freeboard of intake canal. (2) The conditional equations of the economical intake water depth in case that weir body is built on the foundation of rock bed ; (a) in the overflow type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }- { { { 3Q}_{1 } { p}_{5 } { h}_{1 } }^{- {5 } over {2 } } } over { { 2m}_{1 }(1-s) SQRT { 2gs} }+[ LEFT { b+z( { d}_{0 }+ { h}_{0 } )RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L+ { nkp}_{5 }}}}} {{{{+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ]=0 }}}} (b) in the orifice type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }- { { { 3Q}_{1 } { p}_{6 } { h}_{1 } }^{- {5 } over {2 } } } over { { 2m}_{2 }m' SQRT { 2gs} }+[ LEFT { b+z( { d}_{0 }+ { h}_{0 } )RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L}}}} {{{{+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ]=0}}}} The construction cost of weir cut-off and revetment on outside slope of leeve, and the damages suffered from inundation in upstream area were not included in the process of deriving the above conditional equations, but it is true that magnitude of intake water depth influences somewhat on the cost and damages. Therefore, in applying the above equations the fact that should not be over looked is that the design value of intake water depth to be adopted should not be more largely determined than the value of h1 satisfying the above formulas.

• Restorative Dentistry and Endodontics
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• 제33권4호
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• pp.397-404
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• 2008

본 연구의 목적은 최종 근관세척제로서의 MTAD, EDTA 그리고 차아염소산 나트륨 용액이 충전된 근관의 세균 (Enterococcus faecalis) 미세누출에 미치는 영향을 평가하기 위한 것이다. 40개의 발치된 사람의 대구치를 양성대조군 (1군 : n = 5), 음성대조군 (2군 : n = 5), 그리고 실험군 (3, 4, 5군 : n = 10)으로 각각 무작위 배정하였다. 3군에서는 근관형성시 차아염소산 나트륨만 사용하여 근관세척을 시행하였으며, 4군 및 5군에서는 차아염소산 나트륨과 함께 EDTA와 MTAD를 각각 최종 근관세척제로 사용하였다. 실험군 및 대조군의 치아들은 .06 taper를 가지는 40번 profile을 master apical file로 근관형성을 시행하였으며 gutta-percha와 AH-26 근관봉함제로 근관충전하였다. 각 치아의 치관부는 Enterococcus faecalis를 함유한 BHI 배지와 접촉되도록 하였고 치근 끝부분은 멸균된 배양액에 위치되도록 하였다. 각각의 치아는 anaerobic chamber내에 위치되었으며 180일 동안 혼탁도를 관찰하였다. 통계처리는 95% 신뢰수준에서 Fiher's exact test를 사용하였다. 180일의 관찰기간이 경과된 후, 3, 4, 5 군은 각각 7, 4, 5 개의 치아에서 미세누출이 일어났으며 이 차이는 통계적으로 유의성이 없었다.

• 농촌계획
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• 제23권1호
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• pp.85-96
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• 2017

Existing agricultural reservoirs are considered as alternative source for the water welfare of rural area. In this study, domestic water supply potential of 476 reservoirs, which has storage capacity more than one million cubic meter, out of 3,377 agricultural reservoirs managed by Korean Rural Community Corporation (KRC) were investigated. Among them water quality of 136 reservoirs met the criteria of domestic water source which show less than COD 3 ppm. Available amount for domestic water of reservoirs, which meet the water quality, for ten year return period of drought was analyzed with reservoir water balance model. The results showed that 116 reservoirs has potential for supplementary domestic water supply while satisfying irrigation water supply. Finally, economic analysis using Net Present Value (NPV), Benefit-Cost (B/C) ratio, Internal Rate of Return (IRR), and Profitability Index (PI) methods was also conducted. The analysis showed that 19 reservoirs satisfied economic feasibility when water is provided from reservoir outlet but only 9 reservoirs meet the economic feasibility if water delivered from a reservoir to treatment plant by newly built conveyance canal. In order to supply the domestic water through the agricultural reservoirs managed by KRC, it is necessary to flexibly interpret and operate the 'Rearrangement of Agricultural and Fishing village Act'. Also, it is reasonable to participate in the water service business when there is a supply request from other Ministries. In addition, the KRC requires further effort to change the crop system for saving water and improve efficiency of irrigation systems.

• Restorative Dentistry and Endodontics
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• 제31권3호
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• pp.169-178
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• 2006

본 연구는 EDTA용액의 적용 시간에 따른 도말층의 제거 효과를 비교하여 EDTA용액의 최적 적용 시간을 알고자 시행되었다. 단근치 35개를 NaOCl 용액 하에서 근관 형성 후 대조군은 NaOCl 용액 5 ml로 2분간, 실험군은 30초군, 1분군, 2분군으로 세분하여 17% EDTA 용액 5 ml로 각각 30초, 1분, 2분간 세정하였다. 세정이 끝난 치근의 도말층 제거 정도와 상아 세관의 erosion 정도를 주사전자현미경을 이용하여 관찰한 결과는 다음과 같다. 1. 대조군: 도말층이 전혀 제거되지 않았다. 2. 실험군 1) 중간$\frac{1}{3}$: 세 군 모두에서 도말층이 거의 완전히 제거되었고, EDTA적용 시간이 증가할수록 erosion발생 빈도가 증가하였다. 2) 치근단$\frac{1}{3}$: 2분군이 다른 두 군에 비해 도말층 제거 정도가 우수하였다. 따라서 erosion 발생을 최소화면서 도말층을 효과적으로 제거하기 위해서는 17% EDTA 용액을 2분간 사용하는 것이 적절한 것으로 사료된다.