• Title/Summary/Keyword: Canal irrigation

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저수지 관개지구의 농업용수 회귀 특성 분석 (Characteristics of Irrigation Return Flow in a Reservoir Irrigated District)

  • 송정헌;송인홍;김진택;강문성
    • 한국농공학회논문집
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    • 제57권1호
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    • pp.69-78
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    • 2015
  • The objective of this study was to investigate characteristics of irrigation return flow from paddy block in a reservoir irrigated district during growing seasons. The irrigation return flow was divided into three parts, quick return flow from irrigation canal (RFI), quick return flow from drainage canal (RFD), and delayed return flow (DRF). The RFI was calculated from water level and stage-discharge relationships at the ends of the irrigation canals. The DRF was estimated using measured infiltration amount from paddy fields of the irrigated district. A combined monitoring and modeling method was used to estimate the RFD by subtracting surface runoff from surface drainage. The paddy block irrigated from the Idong reservoir was selected to study the irrigation return flow components. The results showed that daily agricultural water supply (AWS), the RFI, and the RFD were $27.4mm\;day^{-1}$, $4.9mm\;day^{-1}$, and $19.8mm\;day^{-1}$, respectively in May, which were greater than other months (p<0.05). The return flow ratio of the RFI and the RFD were the greatest in July (34.6%) and May (72.3%), respectively. The daily AWS was closely correlated with the RFD (correlation coefficients of 0.76~0.86) in except for July with, while correlation coefficient with the RFI were 0.56 and 0.42 in June and July, respectively (p<0.01). The total irrigation return flow was 1,965 mm in 2011, and 1,588 mm in 2012, resulting in total return flow ratio of 84.6% and 79.1%, respectively. This results indicate that substantial amounts of agricultural water were returned to streams as irrigation return flow. Thus, irrigation return flow should be fully considered into the agricultural water resources planning in Korea.

파일이 닿지 않는 곳. 어떻게 세척할 것인가! (Current clinical practice of endodontic irrigation)

  • 서민석
    • 대한치과의사협회지
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    • 제56권10호
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    • pp.556-566
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    • 2018
  • Whether you use a hand file or an engine-driven file, you cannot remove bacteria completely from the root canal by mechanical work alone. If the root canal is well cleaned, endodontic irrigants will well penetrate into these areas that will not be mechanically accessible. It will decompose and remove the biofilm and also remove the smear layer to reach the dentinal tubule. Clinicians who are not yet using NaOCl as their primary irrigant, should be aware that there are no other irrigants that offer all the benefits of NaOCl and are inexpensive. Clinicians may be reluctant to use it because of concern about NaOCl accident, but this possibility is extremely low if used with caution.

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용수로 분수문 개폐장치 개발 (Development of Devices of the Diversion Gate in Irrigation Canal)

  • 전종길;김경원;이인복;천만복
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2003년도 학술발표논문집
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    • pp.223-226
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    • 2003
  • Devices of diversion gate used at irrigation canal, as a irrigation structures of agriculture, have shown serious problems such as corrosion, defect, inconvenience of operation, etc. Accordingly, handy devices of diversion gate have been developed and then tested in the laboratory. The operating types of the prototype were a rack-and-pinion type, an improved screw type that only gate plate was moved up and down while the screw axis was unmoved, and a remote control type which can be controlled from 50m away using a remote control system. Those 3 types were developed, and the improved screw type was shown the best operation through the laboratory tests.

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양수장의 농업용수 공급량 및 수질 모니터링 (Monitoring of Irrigation Water Supply and Water Quality from a Pumping Station)

  • 최진규;손재권;구자웅;윤광식;김영주
    • 한국관개배수논문집
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    • 제7권1호
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    • pp.19-26
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    • 2000
  • The irrigation water supply and water quality from a pumping station were surveyed. Guiseok pumping station was selected as a monitoring site. Water level in irrigation canal was monitored continuously and water samples were taken and analyzed, periodical

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The ability of using syringe irrigation and ultrasound irrigation to remove dentin debris from simulated extensions and irregularities in root canals

  • Lee, Se-Joon;Wu, Min-Kai;Wesselink, Paul-R.
    • 대한치과보존학회:학술대회논문집
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    • 대한치과보존학회 2003년도 춘계학술대회
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    • pp.289-289
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    • 2003
  • I. Objectives Narrow long oval canals usually cannot be instrumented completely and uninstrumented extensions or irregularities usually remain. The aim of this study was to compare the ability of syringe irrigation and ultrasound irrigation to remove dentin debris from simulations of uninstrumented canal extensions and irregularities.(omitted)

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New trends of root canal disinfection and treatment strategies for infected root canal based upon evidence-based dentistry

  • Cho, Yong-Bum
    • 대한치과보존학회:학술대회논문집
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    • 대한치과보존학회 2003년도 제120회 추계학술대회 제 5차 한ㆍ일 치과보존학회 공동학술대회
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    • pp.608-608
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    • 2003
  • The main objectives of root canal therapy are cleaning and shaping and then obturating the root canal system in 3 dimensions to prevent reinfection. Many instrumentation techniques and devices, supported by an irrigation system capable of removing pulp tissue remnants and dentin debris, have been proposed to shape root canals. But current regimens in chemomechanical debridement using instrumentation and irrigation with NaOCl are not predictably effective in root canal disinfection. These findings are not surprising because the root canal system is complex and contains numerous ramifications and anatomical irregularities. The microorganisms in root canals not only invade the anatomic irregularities of the root canal system but also are present in the dentinal tubules. Therefore further disinfection with an effective antimicrobial agent may be necessary and it well1mown that use of intracanal medication will lower bacterial count in infected root canals. Calcium hydroxide has a long history of use in endodontics, and more attention has been given to the use of calcium hydroxide as intracanal dressing for the treatment of infected pulp. However, when treatment is completed in one visit, no intracanal medications other than intracanal irrigants are used. Recently, a mixture of a tetracycline isomer, an acid, and a detergent(MTAD), has been introduced as a final rinse for disinfuction of the root canal system. It has been shown that MTAD is able to remove the smear layer with minimal erosive changes on the surface of dentin, and is effective against Enterococcus faecalis, a microorganism resistant to the action of other antimicrobial medications. In another study, the ability of MTAD was investigated to disinfect contaminated root canals with whole saliva and compared its efficacy to that of NaOCl Based on the results, it seems that MTAD is significantly more effective than 5.25% NaOCl in eradicating bacteria from infected root canals. In the cytotoxicity evaluation, MTAD is less cytotoxic than engenol, 3% $H20_2,\;Ca(OH)_2$ paste, 5.25% NaGCl, Peridex, and EDTA and more cytotoxic than 2.63%,1.31% and 0.66% NaOCl. Is it promising or transient?

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근관세정 방법에 따른 수산화칼슘 제재의 제거 효율 비교 (A COMPARISON OF THE IRRIGATION SYSTEMS IN CALCIUM HYDROXIDE REMOVAL)

  • 은재승;박세희;조경모;김진우
    • Restorative Dentistry and Endodontics
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    • 제34권6호
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    • pp.508-514
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    • 2009
  • 이 실험의 목적은 근관 내에 충전된 수산화칼슘의 제거 시 치근단 1/3에서 기존의 근관세정법과 $EndoActivator^{(R)}$, $EndoVac^{(R)}$ system의 세정 효율을 비교하고, 근관 세정 중 치근단공 개방 확인의 영향에 대해 평가하고자 함이다. 60개의 단근치를 사용하였고 ISO #35까지 근관성형 후 수산화칼슘을 충전하였다. 근관 세정법과 치근단공 개방 확인 유무에 따라 6개 실험군으로 나누어 세정하였다. 실험 치아를 양분하여 치근단 3 mm에서 근관 면적에 대한 잔존 수산화칼슘 면적의 백분율을 측정하였다. 실험결과 $EndoActivator^{(R)}$, $EndoVac^{(R)}$군이 기존의 근관 세정법 군에 비해 유의하게 높은 제거효율을 나타냈으며 (p<0.05), 치근단공 개방 확인 유무에 따른 유의한 차이는 나타나지 않았다. 이 실험 결과에 따르면 기존의 근관세정법으로 효과적인 세정이 불가능했던 근관의 치근단 1/3부위에서 $EndoActivator^{(R)}$, $EndoVac^{(R)}$ system과 같은 근관 세정법이 효과적인 대안이 될 수 있다는 결론을 얻었다.

관개조직의 일별 모의 조작 (Simulating Daily Operational Characteristics of Irrigation)

  • 이남호;정하우;박승우
    • 한국농공학회지
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    • 제32권3호
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    • pp.67-78
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    • 1990
  • A decision support system, Daily Irrigation Network Operation Simulation model (DINOPS) was developed that can adequately describe the physical behavior of an irrigation system. The model is to depict the physical features of complex water allocation schemes of the irrigation system and to simulate the response of the system to different irrigation schemes. The model was validated on the Banweol irrigation district by comparing the simulated canal discharges and paddy water levels with the field data. The operation of the DINOPS model was demonstrated on the irrigation district where several irrigation management practices were evaluated with computing irrigation efficiencies and rainfall effectiveness respectively. The model sensitivity with respect to heights of bund and block diversion rates were analyzed and discussed.

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초음파 세정 프로토콜에 따른 근관 내 잔사 제거의 효율성 비교 (Debris removal efficiency depend on different ultrasonic irrigation protocols)

  • 허건;김진우;조경모;;이은혜;박세희
    • 구강회복응용과학지
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    • 제36권2호
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    • pp.104-111
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    • 2020
  • 목적: 본 연구의 목적은 Passive Ultrasonic Irrigation (PUI) 적용 강도 및 적용 횟수에 따른 상아질 잔사 제거의 효율성 비교에 있다. 연구 재료 및 방법: 48개의 하악 소구치를 표준화하고 이등분 한 후, 한쪽 상아질벽에는 치근첨에서 1, 3, 5 mm의 거리에, 반대쪽 상아질벽에는 2, 4 mm의 거리에 함요를 형성하였다. 각 함요에 NaOCl과 혼합된 상아질 잔사를 채웠다. 치아는 PUI 적용 강도에 따라 'Weak'과 'Strong'의 2개 그룹으로 나누고(n = 24), PUI 적용 횟수에 따라 '1회', '2회', '3회'의 3개 그룹으로(n = 8) 다시 나누었다. 근관 세정 과정 이후 함요에 잔존하는 상아질 잔사의 양을 평가하였다. 결과: Weak 그룹과 Strong 그룹 간의 통계적 유의성은 관찰되지 않았다. Weak 그룹 내에서 PUI 적용 횟수에 따른 통계적 유의성 역시 관찰되지 않았다. 그러나 Strong 그룹에서 PUI를 2회, 3회 적용하였을 때, 1회의 경우보다 유의하게 낮은 상아질 잔사의 양이 관찰되었다. 결론: PUI 적용 강도에 따른 상아질 잔사 제거의 효율성은 통계적으로 유의한 차이가 없었다. 그러나 Strong 그룹에서 PUI를 다회 적용시, 1회 적용할 때 보다 근단 1/3 부위의 세정 효과가 증가한다.

관개용수로의 비용분석에 관한 연구 (Cost Comparisou of Conveyance Systems for Irrigation Districts)

  • 최창훈;고재군;박승우;이신호
    • 한국농공학회지
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    • 제27권4호
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    • pp.31-41
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    • 1985
  • This paper compares the estimated total construction and maintenance costs for irrigation canals in six irrigation districts near Pyongtaek. Three conventional canal types were considered: concrete bench flumes, concrete-lined canals, and earth canals. The total expenses for each type were grouped to four catagories: the net construction, land acquisition, maintenance, and other expenses. The construction costs included the assumed costs for conveyance losses from each type of canals. The results from this study support earlier studies that the bench flumes are economically feasible. Initially cheaper conveyance systems like concrete-lined and earth canals demand 'higher maintenance costs and thus, their total expenses are summed to exceed those for the bench flumes within a few years following the construction. Banch flumes are economically justifiable for the main canals of the studying districts. Sensitivity analyses were executed to evaluate the relative importance of each expense to the total cost. The analyses show that total expenses very significantly with the change of the following costs: cost for conveyance losses, net construction, maintenance, and land acquisition, in that order However, other expenses contribute little if not at all to the total. The results indicate that bench flumes should be adopted as main canal structures for most irrigation districts in the Republic.

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