• Proceedings of the KIEE Conference
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• 1990.11a
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• pp.161-165
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• 1990

KEPCO has experienced eight oil leakage failures due to POF cable corrosion in the 154KV underground POF cable transmission line since the line was operated in 1976. Experimentally, We have verified that the cause of the failure is electrolytic corrosion of the cable owing to subway leakage current. For the countermeasure, We adopted the total Cathodic Protection System by the use of Victim Anode, Forced Drainage Method and Impressed Current Method with polarization cell.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.472-477
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• 2006

This study aims at investigating the failure cases of the pre-cast block system in river environments which widely used nowadays and reviewing the effect and flow resistance for grass concrete structure through the physical experiments by hydraulic model test and developing application method in river slope or levee which has rigid flood resistance. Grass concrete structure has been independently tested under high velocity flow under the super critical condition, it survived the 8 m/sec maximum flow velocity. This results shows grass concrete system is also suited to use in aggressive river environments such as repairing a flood damaged embankment that had placed at risk the adjacent drainage channel with vegetation.

• Journal of Chest Surgery
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• v.23 no.6
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• pp.1213-1220
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• 1990

During the period of January 1979 to December 1988, 220 patients with empyema thoracis were treated in the department of Thoracic and Cardiovascular Surgery, Chonnam National University Medical School Hospital. There were 167 males[75.9%] and 53 females[24.1%] ranging from 18 days to 76 years of age. Occurrence ratio of left and right empyema was 1 : 1.9. The underlying pathologic lesions of empyema were pneumonia[30.9%], pulmonary tuberculosis[22.7%], chest trauma[8.6%] and postoperative complications. In bacteriologic study, staphylococcus, pseudomonas and streptococcus accounted for 26.4%, 11.8% and 9% respectively, and 25% were not identified. Surgical treatment modalities were thoracentesis[10 patients, 4.5%], closed thoracostomy[132, 60%], closed rib resection drainage[4.2, 6%], modified Eloesser’s operation[37, 16.8%], decortication[27, 12.3%], decortication with pulmonary resection[6, 2.7%], thoracoplasty[2, 0.9%], muscle flap closure [1, 0.5%], and staged pneumonectomy[1, 0.5%], The mortality rate was 2.3% and the complications were sepsis[9 patients]. acute renal failure[4], and paralytic ileus[3].

• Proceedings of the Korean Geotechical Society Conference
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• 2008.03a
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• pp.848-857
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• 2008

In September 2007, the collapses of slopes and landslides are happened at Jeonlanamdo due to heavy rains accompanied with Typoon "Nari". The study area is the tunnel portal slope in new road construction site. This slope consists of pyroclastic rocks and has lots of faults. Particularly, the residual soils of the slope is deteriorated with yellowish mudstone layer as a results of chemical and physical weathering. This has a variety of swelling clay minerals and might be moved easily down at the gentle terrain. The inner factor of $\bigcirc\bigcirc$tunnel portal slope's collapse is the geological weak zone, the convergent topography, the inferiority of drainage and the heavy rain act on the failure as direct trigger.

• Journal of Environmental Science International
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• v.13 no.1
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• pp.19-26
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• 2004

The purpose of the study was to construct a forecast system of flood inundation area at natural stream channels. The study built the system to interpret the flood inundation area in four stages ; constructing topography data around the stream channel, interpreting flood discharge, interpreting flood elevation in the stream channel, and interpreting the flood inundation and mapping. According to the result of the analysis, as for the characteristic of flood inundation around the area within the purview of this study, although there were areas where flood inundation over a bank caused a flooded area, the failure of the internal drainage in the ground lower than flood elevation caused more serious problems. Rather than the existing method where only the estimated flood elevation data is used based on the hydrographical stream channel trace model(such as the HEC-RAS model) to establish the flood inundation area, if the procedure introduced in this study was applied to interpret the floodplain, actual flood inundation area could be visibly confirmed.

• Journal of Chest Surgery
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• v.25 no.6
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• pp.581-587
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• 1992

Tracheoesophageal fistula[TEF] is a rare but life-threatening lesion that may occur from ventilation with a cuffed tube. It occurs most frequently when an inlying esophageal tube is also being used-usually for feeding purposes. The mechanism of injury appears to be pressure experted on the tracheal wall by the cuff, which then compresses the "party wall" of the trachea and esophagus against the foreign body that lies in the esophagus. The patient was 32 years old female who had been receiving a treatment of respiratory failure induced by postoperative sepsis with assist ventilator and nasogastric tubal feeding. Sudden attack of abdominal gas distention and massive drainage of gas through N-G tube were developed during assist ventilation in that patient, so we diagnosed as tracheal stenosis with a tracheoesophageal fistula induced by prolonged endotracheal intubation We performed tracheal reconstruction and primary closure of perforated esophagus after weaning ventilator. The postoperative course was uneventiful.eventiful.

• Journal of Chest Surgery
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• v.22 no.6
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• pp.1044-1048
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• 1989

In this study, 26 cases of bilateral spontaneous pneumothorax experienced at the department of thoracic and cardiovascular surgery, Chungnam National University Hospital during from 1985 to August 1989 were analyzed retrospectively. The results were as follows; 1. The incidence of bilateral spontaneous pneumothorax was 13.5 % and sex ratio was 7.7:1 with male preponderance. 2. Among the nonsimultaneously occurring cases of bilateral pneumothorax, 12 patients [75 %] were developed at contralateral side within a year. 3. The most patients [65.4%] belonged to the age group between 15 and 25 year-old, and among 57 male patients suffered spontaneous pneumothorax in the same age group, 16 cases[28%] developed bilaterally. 4. The etiologic factors were as follows; blebs or bullae; 65.4 %, tuberculosis; 15.4 %, unknown; 19.2 %. 5. In the method of treatment, 15 patients were treated by closed tube thoracotomy and underwater-seal drainage only, 10 patients were treated by open thoracotomy. One patient died of respiratory failure due to severe destructed lung.

• Clinics in Shoulder and Elbow
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• v.19 no.3
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• pp.163-167
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• 2016

Septic arthritis in neonates is a rare condition. A failure to make an early diagnosis of septic arthritis in neonates may leave a permanent disability as a result of a delayed treatment. Thus, septic arthritis, requires a prompt diagnosis and a timely treatment especially in this subset of patients. In this case report, we describe our treatment protocol for septic arthritis and concurrent osteomyelitis in the right shoulder of a 28-day-old newborn. Using 2.4 mm wrist arthroscopy, we performed an arthroscopic irrigation and drainage, to remove intra-articular debris and inflammatory tissue, and multiple drilling. We report a satisfactory clinical outcome without any postoperative complications or side effects.

• Proceedings of the Korean Geotechical Society Conference
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• 2010.09c
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• pp.49-54
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• 2010

In order to study the performance of levees reinforced with steel sheet piles under high water condition, a series of model tests was conducted by simulating the high water condition before and after applying severe seismic loading history. As a result, the seepage behavior through the subsoil layers underlying the levee was not significantly affected by the seismic loading history. It was also verified that, irrespective of the seismic loading history, the sheet piles installed at the levee crest or shoulder are effective in preventing the breakage of levees caused by overflow. In addition, applicability of drainage works at the foot of the levee in preventing the seepage failure was confirmed.

• Proceedings of the Korean Geotechical Society Conference
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• 2010.09c
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• pp.113-116
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• 2010

Ground cave-in is usually initiated by the formation of cavity within the ground due to soil loss. When the location of the cavity is deep in the ground, the detection of the cavity is not easy. Then it is possible that the hidden cavity expands for a long time to eventually cause sudden large-scale collapse. A case of large scale ground collapse in the old fill ground was studied and described in this paper. The underground cavity appeared to be caused by subsurface erosion deep in the ground and to expand/extend upward till it was ended by the catastrophic ground failure. It highlighted the importance of proper drainage work in a large scale land fill.