• 한국관개배수논문집
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• 제3권2호
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• pp.68-86
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• 1996

• 한국관개배수논문집
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• 제14권1호
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• pp.89-99
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• 2007

• 한국관개배수논문집
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• 제14권1호
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• pp.110-120
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• 2007

• 한국방재학회 논문집
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• 제8권5호
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• pp.119-128
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• 2008

최근 국내에서는 도시지역 내배수시스템에 대한 문제점들을 개선하기 위하여 정비사업이 활발히 이루어지고 있으나 시설물에 대한 자료의 구축이 부족하며 정비사업을 시행함에 있어서 체계적인 정비사업 시행 및 관리가 미흡한 실정이다. 본 연구에서는 내배수시설에 대한 자료의 효율적 저장과 합리적 관리를 목적으로 하는 도시유역 내배수시설 유지관리시스템을 구축하였다. 이 시스템은 수리 수문 해석 모듈을 이용하여 통수능 검토에 따른 우수배제 목적의 합리적 근거를 마련하고 우수토실에서의 합류식 하수관거 월류수의 발생량을 추정하며, 현재 표본지역의 중요지점에서만 관측되는 불명수에 대하여 관거별로 불명수를 배분하여 관거별 노후도를 평가하는 I/I분석 및 노후도 평가 모듈, 개량사업의 최적 우선순위의 결정 및 합리적인 의사 결정을 위하여 수리 수문 해석 모듈과 노후도 평가모듈이 연계된 최적 개 보수 우선순위 모델을 구축함으로써 최적개량 의사결정이 가능한 종합적 연계시스템을 구축하였다. 또한 이 시스템은 사용자 화면 구성 형태로 개발되었다.

• 한국작물학회지
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• 제40권6호
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• pp.697-704
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• 1995

벼 무논 골뿌림 재배시 물관리방법 및 생장조절기 처리가 생육 및 도복에 미치는 영향을 구명하고자 1994년에 미사질양토(전북통)인 호남 농업시험장 시험포장에서 동진벼를 5월 11일에 골깊이 4cm에 파종하고 중간낙수 회수 및 생장조절제를 처리하여 생육 및 도복형질을 검토한 결과를 요약하면 다음과 같다. 1. 상시심수에 비하여 2회 낙수구에서 간장이 짧았으며 생장조절제에는 Inbenfide G. > IMP G. > 무처리 순으로 간장이 단축되었다. 2. 상시심수에 비하여 2회 낙수구에서 간벽이 두껍고 뿌리량 및 뿌리의 심층분포 비율이 높았으나 생장조절제간에는 일정한 경향이 없었다. 3. 도복지수는 상시심수보다 2회 낙수구가 적고 생장조절제에는 세리타드 > 키타진 > 무처리의 순으로 적었으며 도복은 2회 낙수구에서는 생장조절제 무처리에서만 약간 발생하였으나 상시심수구에서는 무처리 > IBP G.> Inabenfide G.의 순으로 도복발생이 심하였다. 4. 쌀수량은 상시심수구의 생장조절제 무처리에서만 감수하였고 기타 처리에는 별 차이가 없었다 5. 따라서 벼 무논골뿌림 재배시는 생장조절제를 처리하지 않아도 2회(파종후 30일과 50일)에 실금갈 정도로 중간낙수만 하면 도복을 방지 할 수 있을 것으로 생각된다.

• 한국간담췌외과학회지
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• 제26권4호
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• pp.355-362
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• 2022

Backgrounds/Aims: Postoperative fluid collection is a common complication of pancreatic resection without clear management guidelines. This study aimed to compare outcomes of endoscopic ultrasound (EUS)-guided trans-gastric drainage and percutaneous catheter drainage (PCD) in patients who experienced this adverse event after pancreaticoduodenectomy (PD). Methods: Demographic and clinical data and intervention outcomes of 53 patients who underwent drainage procedure (EUS-guided, n = 32; PCD, n = 21) for fluid collection after PD between January 2015 and June 2019 in our tertiary referral center were retrospectively analyzed. Results: Prior to drainage, 83.0% had leukocytosis and 92.5% presented with one or more of the following signs or symptoms: fever (69.8%), abdominal pain (69.8%), and nausea/vomiting (17.0%). Within 8 weeks of drainage, 77.4% showed a diameter decrease of more than 50% (87.5% in EUS vs. 66.7% in PCD, p = 0.09). Post-procedural intravenous antibiotics were used for an average of 8.1 ± 4.3 days and 12.4 ± 7.4 days for EUS group and PCD group, respectively (p = 0.01). The EUS group had a shorter post-procedural hospital stay than the PCD group (9.8 ± 1.1 vs. 15.8 ± 2.2 days, p < 0.01). However, the two groups showed no statistically significant difference in technical or clinical success rate, reintervention rate, or adverse event rate. Conclusions: EUS-guided drainage and PCD are both safe and effective methods for managing fluid collection after PD. However, EUS-guided drainage can shorten hospital stay and duration of intravenous antibiotics use.

• 한국농공학회지
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• 제42권2호
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• pp.55-62
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• 2000

In order to make the reasonable irrigation plan in the unripended tidal reclaimed paddy fields, the estimation of irrigation water requirements by soil textures and water management methods for the normal growth of crops is very important . This study was carried out to determine leaching requirements before cultivating crops. For the purpose of this study, the physical and chemical properties of soil samples used in the desalinization experiments were analyzed, and change of salinity by supplying water and leaching water were investigated in the experimental field with lysimeters. As a result considering the soil textures, desalinization effects of good drainage soils(S1) were better than those of poor drainage soils (S2). In the changes of salinity of the soils with supplying water by water management methods, among the good grainage soils with culvert treatment(S1CW), salinity of S1CW3 with 1, 120mm and S1W4 with 1, 440mm supplying water were 2.6dS/m and 1.1dS/m respectively, and salinity of S1NW4 with 1.680mm among those non-culvert treatment (S1NW) was 3.0dS/m, less than critical salanity value 3.0dS/m. On the other hand, of the poor drainage soils with cultvert treatment , salinity of S2CW3 was ranged 9.4-6.0dS/m with supplied water, and that of non-culverted treatment S2NW as 12.3-8.4dS/m.

• Journal of Korean Neurosurgical Society
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• 제39권4호
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• pp.277-280
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• 2006

Objective : The aim of this study is to determine which patients with progressively deteriorating acute cerebellar infarction would benefit from surgical treatment and which surgical procedure would best benefit them. Methods : Seventy six patients were treated at our hospital for cerebellar infarction over the past 3 years. Sixty nine patients received conservative management in the neurological department of our hospital. Among them, 7 patients [5 males and 2 females; average age, 49 yrs] were referred to neurosurgical department because of mental deterioration and underwent emergency surgery. Five patients underwent external ventricular drainage with suboccipital craniectomy and two patients underwent suboccipital craniectomy alone. Results : Of the 7 surgically treated patients, 4 patients experienced good recovery and 2 patients experienced moderate disability [disabled but independent] and 1 patient experienced severe disability [conscious but disabled]. There was no death. Conclusion : In patients conservatively treated for cerebellar infarction and showing mental deterioration and radiologically evident brainstem compression and ventricular enlargement, we strongly recommend suboccipital craniectomy [plus optional external ventricular drainage in case of showing hydrocephalus] as a first treatment option.

• 한국농공학회논문집
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• 제65권2호
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• pp.35-45
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• 2023

The DOR (Drainage outlet raising) in the paddy field has been suggested as one of the most important best management practices for the TMDL (Total maximum daily load) management in the technical guidelines by the NIER (National institute of environmental research). However, this method is underestimated and is not well adopted by local governments for the TMDL. The purpose of this study is to evaluate the unit load reduction equation according to the application of DOR in order to expand this equation. The original equation in the guideline was derived using the HSPF (Hydrological Simulation Program-Fortran) model for 1 year in Changnyeong. We analyzed the reduction effect of the original equation application by collecting additional long-term monitoring data from the Buan, Icheon, Iksan, and Jeonju. When comparing the reduction loads between the original equation and monitoring results, the evaluation results of the original equation were 11% of the monitoring analysis results, which was underestimated. This means that the original equation needs to be improved. For assessing the equation, the HSPF Paddy-RCH model was established according to the NI ER guideline and evaluated for applicability. The performance results of the model showed a reasonable range by the statistical criteria. Modified equations 1 and 2 were proposed based on the monitoring and modeling results. Modified equation 1 was the method of modifying the original equation's main factors, and modified equation 2 was the method of applying the non-point pollution reduction efficiency according to the rainfall class using the long-term modeling results. At the level of 58.6~64.6% of monitoring data, the difference between them could be further reduced compared to the original equation. The suggested approach will be more reasonable and practicable for decision-makers and will contribute to the TMDL management plans.

• 한국관개배수논문집
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• 제18권2호
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• pp.142-160
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• 2011

This study was performed to apply the preventive management technique that is known for more economic and preventive for disaster than corrective technique to Repair & Improvement(R&I) Project policy of irrigational facilities. The appropriate periods of R&I Project had been driven to 40yrs, 24yrs, 27yrs, and 29yrs for reservoir, Pumping and drainage pumping station, Diversion weir and Irrigation & drainage canal respectively. The cost of R&I Project for 10 years had been estimated as 616.9 billion won per year including the 85 billion won for the project of 'Disaster prevention and Function continuity'. After the period of 'Improvement all at once', about 30yrs, 421.8 billion won was requested for 'Function continuity'.