• 상하수도학회지
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• 제14권3호
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• pp.251-259
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• 2000

In this study, the urban runoff models, ILLUDAS model and SWMM, are analyzed the probable peak discharge and discharge using rainfall distribution by Huff's method at Bum-uh chun area in Taegu city. The probability rainfall and intensity is analyzed by Pearson-III type. The rainfall duration, 90 minutes, is determined by the critical duration computed the maximun peak discharge for some rainfall durations. The peak discharge according to Huff's rainfall distribution types compute in order of type 3, type 4, type2, and type 1, so Huff's 3 type is selected as an adequate rainfall distribution in Bum-uh chun basin. ILLUDAS model and SWMM are shown as good models in Bum-uh chun, but SWMM is computed higher peak discharge than ILLUDAS model, so SWMM is shown as the adequate urban runoff model for the design of interior drainage in urban basin.

• Journal of Chest Surgery
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• 제48권6호
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• pp.387-392
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• 2015

Background: The aim of this study was to evaluate the feasibility of single-port video-assisted thoracic surgery (VATS) in the treatment of secondary spontaneous pneumothorax (SSP). Methods: Twenty-four patients who were scheduled to undergo single-port VATS for SSP were studied. The medical records of the patients were retrospectively reviewed. The mean follow-up duration was $26.1{\pm}19.8$ months. In order to evaluate the feasibility of single-port VATS for SSP, the postoperative results of single-port VATS (n=15) in patients with emphysema were compared with those of emphysematous patients who underwent three-port VATS (n=15) during the study period. Results: Single-port VATS was feasible in 19 of 24 patients (79.2%), while an additional port was needed in five patients. In the single-port VATS patients, the median operation time, duration of chest tube drainage, and hospital stay were 84.0 minutes, one day, and two days, respectively. Postoperative complications included prolonged chest tube drainage for more than five days (n=1), wound infection (n=1), and vocal fold palsy (n=1). No recurrence of pneumothorax was observed during the follow-up period. The median operation time, duration of chest tube drainage, and hospital stay of the emphysematous patients who underwent single-port VATS were shorter than those who underwent three-port VATS group (p<0.05 for all parameters). Conclusion: Single-port VATS proved to be a feasible procedure in the treatment of patients with secondary spontaneous pneumothorax.

• 대한두경부종양학회지
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• 제27권1호
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• pp.54-58
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• 2011

Objectives : There are many reports on attempts to minimize complications and recurrences of tumor by several techniques for benign parotid tumor resection. The purpose of our study is to find out meaning of procedure without identifying main trunk of facial nerve compared to conventional parotidectomy. Material and Methods : We classified 121 patients into two groups. Patients who were underwent superficial parotidectomy or partial superficial parotidectomy were included in idenitification group(IF group), and patients who were treated with conservative partial parotidectomy or extracapsular dissection without identification of main trunk of facial nerve were included in the non-identification group(NF group). We analyzed the location of tumor, operation time, mean drainage duration, complication, recurrence and cosmetic satisfaction in two groups. Results : NF group has shorter operation time and mean drainage duration than IF group, however there is no significant difference in complication and recurrence between two surgical techniques. The Cosmetic satisfaction was similar between two groups. Conclusion : Limited parotidectomy without finding main trunk of facial nerve may be reliable option for benign parotid tumors because it has advantages such as less operation time and mean drainage duration without increasing in recurrence or complication rate.

• 한국농공학회논문집
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• 제63권3호
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• pp.59-73
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• 2021

The purpose of this study is to investigate transition of pumping technology, irrigation water requirement, and unit area drainage discharge at the Pumping station-based Irrigation Associations (PIAs) in South Korea during Japanese colonial period (1910-1945). The PIAs established pumping stations and embankments along rivers for the purpose of irrigation, drainage and flood prevention until the mid-1920s. From the late 1920s after major river improvement projects, newly established PIAs did not include the flood prevention in their purpose of establishment. The design criteria of the irrigation and drainage projects, such as irrigation water requirements, design rainfall, and allowable ponding duration were decided according to the circumstances of PIAs. The gross irrigation water requirement of paddy fields increased from the 1920s to the 1940s, and reached the level of 0.0020 m³/s/ha (19 mm/d) in the 1940s for the fairly good irrigation status in the drought. The great floods of 1930, 1933, and 1934 triggered the increase in drainage discharge in the late 1930s, leading to the unit area drainage discharge of 0.9-2.6 m³/s/km² for natural drainage and 0.3-1.1 m³/s/km² for pump drainage. Therefore, several PIAs near the major rivers could avoid repetitive floods damage.

• 한국기계가공학회지
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• 제16권2호
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• pp.34-43
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• 2017

Large amounts of household water are required as common households change from the single-residence types of the past to group-residence types. Therefore, the management of reservoirs is urgently required to ensure the supply of clean household water to users. Important considerations for household water include the duration for which the water is stored in the reservoir, the disinfectant's dilution capacity, and the size of the reservoir to allow for the amount of water required for emergencies and firefighting. The drainage efficiency was analyzed in this study using computational fluid analysis for existing rectangular reservoirs and the newly proposed hexagonal reservoir. Thus, it was determined that the centrifugal force generated at the inlet was maintained until the outlet due to the approximately circular shape of the hexagonal reservoir. The findings of this study verified that the centrifugal force improved the flow rate by approximately 35% compared to existing rectangular reservoirs and that drainage was performed efficiently without stagnation zone.

• Journal of Chest Surgery
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• 제33권10호
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• pp.812-816
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• 2000

Background ; To evaluate the efficacy of Fibrin glue to decrease recurrence in video-assisted thoracoscopic surgery(VATS) for a treatment of spontaneous penumothorax. Material and Method : All medical records of 17 patients who underwent a thoracoscopic wedge resections of bullae with stapling device with Fibrin glue in our institute between May 1998 and December 1999 were reviewed. variables analyzed include affected sites primary indication of VATS. duration from admission to discharge duration of postoperative stay duration of chest tube drainage recurrence and complication. There were 16 men and 1 woman. Result : There was no evidence of hemodynamic instability or arterial blood gas abnormalities encountered during the procedure. Mean age at the time of the VATS was 26.9 years (range 15 to 61 years) The mean duration from admission to discharge was 7.8 days and mean postoperative stay was 5.1days mean chest tube indwelling period was 4..0 days. There was no recurrence of pneumothorx. Conclusion : Thoracoscopic wedge resections with introduction of fibrin glue are safe and effective and requires only a short hospital stay. We believe that this thoracoscopic technique will further simplify the surgical treatment of pneumothorax.

• 물과 미래
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• 제26권2호
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• pp.49-57
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• 1993

본 연구는 하수관거 설계시, 계획강우의 임계지속기간을 결정하기 위한 것으로서, 지속기간내의 시간적 강우분포형은 Huff의 4분위법에 의하였으며, 20분~240분의 9개의 지속기간을 10년 빈도강우에 대하여 검토하였다. 본 연구에서는 서울시 관내의 18개 유수지 배수구역을 대상으로 해석을 시도하였으며, 유출해석을 위하여 ILLUDAS 모형을 이용하였다. 하수관거의 설계수문량 기준이 되는 첨두유출량을 최대로 발생시키는 계획강우의 임계지속기간은 대체로 30,60분으로 판단되었다. 계획강우의 시간적 분포형별로 임계지속기간을 설정할 수 있도록 첨두유량-유역면적-임계지속기간의 관계도를 제시하였다.

• Journal of Chest Surgery
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• 제37권12호
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• pp.983-986
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• 2004

배경: 원발성 자연기흉의 흉관삽입술의 적응증에 대해서는 잘 알려져 있지만, 어떤 크기의 흉관을 삽입할 것인가에 대해서는 특별한 지침이 없는 것으로 생각된다. 한편 최근에는 여러 가지 수술 수기에 대한 보다 최소한의 침습적인 치료방법들이 다양하게 소개되고 연구되는 경향이 있다. 본 교실에서는 이러한 추세에 따라 원발성 자연기흉의 흉관삽입슬에 있어서 기존의 24 Fr. 흉관을 12 Fr. 흉관으로 대신해 새로운 치료 지침에 따른 효용성을 확인하고자 한다. 대상 및 방법: 본원에서 원발성 자연기흉으로 진단 받고 흉관삽입술을 시행한 30세 이하의 환자를 대상으로, 2003년 1월부터 2003년 5월까지 24 Fr.흥관삽입술을 시행받은 환자 19예는 A군, 2003년 11월부터 2004년 4월까지 12 Fr.흉관삽입술을 시행받은 환자 20예는 B군으로 각각 분류하여 흉관삽입 시술시간, 흉관 거치기간, 재원일수, 합병증, 수술여부, 재발여부를 후향적인 방법으로 비교 조사하였다. 결과: 두 군 간의 남녀 비는 A군은 16 : 3, B군은 18 : 2였고, 나이는 A군은 21.7$\pm$4.0세, B군은 20.0$\pm$3.7세 였다. 흉관삽입 시술시간은 A군은 21.6$\pm$2.9분, B군은 10.8$\pm$1.9분으로 유의한 차이를 보였다(p<0.05). 흉관 거치기간은 A군은 3.8$\pm$1.7일, B군은 4.3$\pm$2.2일이었으며, 재원일수는 A군은 5.6$\pm$9일, B군은 5.2$\pm$1.5일이었다. 흉관 삽입술에 따른 합병증은 두 군에서 모두 없었으며, 기흉의 재발과 지속적인 공기 누출로 수술을 시행 받은 환자는 A군은 6예(35%), B군은 5예(25%)였다. 결과적으로 흉관삽입 시술 시간을 제외하고는 통계학적으로 유의한 차이가 없었다. 결론: 원발성 자연기흉의 흉관삽입술시 12 Fr. 흉관으로도 24 Fr. 흉관과 비교하여 효용성에 차이가 없다는 점과, 보다 시술이 쉽고 용이하여 시술 시간을 단축할 수 있는 장점이 있다고 생각된다.

• 한국기계가공학회지
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• 제16권2호
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• pp.22-27
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• 2017

During the water treatment process for household water supply, a reservoir is the last place the water is stored before being supplied to users, and the duration of the water's stay is an important factor that affects its safety. This may cause the concentration of the residual chlorine disinfectant to increase and thus lower the water's quality. The concentration and discharge efficiency of residual chlorine must be verified and managed, because these are key factors that affect the reservoir's performance. Because the actual verification test for analyzing the efficiency of a reservoir and the disinfectant's dilution capacity is difficult, simulations are generally conducted using the computational fluid analysis method. However, the simulation results require validation with experiments. The error and drainage efficiency were analyzed in this study by comparing and analyzing the actual tracer test and simulation so that the actual test for a hexagonal drainage can be replaced by the computational fluid analysis method. Based on the results of the efficiency analysis, the hexagonal reservoir was found to be appropriate, and the simulation's reliability was verified with a tracer test.

• 한국수자원학회논문집
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• 제31권4호
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• pp.375-384
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• 1998

최근 배수시스템의 설계시 임계지속기간의 개념을 도입하여 설계홍수량을 산정하고 있다. 그러나, 임계지속기간 산정시 설계강우분포의 선정은 명확한 기준없이 임의로 사용되고 있다. 따라서 본 연구에서는 중소규모의 도시화된 산본유역에 ILLUDAS 모형을 이용하여 다양한 강우분표형태가 임계지속기간에 미치는 영향에 대하여 분석하였다. 모형결과의 분석으로부터 강우분포형태(등분포, 삼각형분포, 사다리꼴분포, Huff 분포, IDF 를 이용한 중앙집중분포)는 임계지속기간 뿐만 아니라 첨두유량에도 큰 영향을 미치는 것으로 나타났다.