• Proceedings of the KOR-BRONCHOESO Conference
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• 1983.05a
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• pp.14.4-15
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• 1983

The laryngeal carcinoma is the most frequent malignant tumor in the E.N.T. field. In the surgical treatment of laryngeal carcinoma, in 1873, Billroth performed the first total laryngectomy, and in 1863, H. B. Sands performed the first partial laryngectomy. Recently general advances (antibiotic therapy, blood trasfusion, and safer anesthesia) result in the improvement of postoperative prognosis. Because the laryngeal lymphatic system has the characteristic compartmentation, this serves the anatomic basis for performing the partial laryngectomy. Although the indications of partial laryngectomy are different from that of total laryngectomy, the partial laryngectomy has the advantage of not only removal of all malignant disease, but also maximum preservation of respiratory, phonatory, and sphincteric function of the larynx. In the latest, surgical treatment decreased the frequency of recurrence, and also increased the 5 year survival rate with combination of the chemotherapy and radiation therapy. The authors have experienced 8 cases of partial laryngectomy for laryngeal carcinoma at the department of otolaryngology, Korea University Hospital from 1980 to 1982. Among the total 8 cases, 2 cases were involved only in the epiglottis, 2 cases in the anterior 1/3 of both vocal cords with ant. comissure, 2 cases in the middle 1/3 of Lt. vocal cord, 1 case in the anterior 1/3 of Rt. vocal cord with ant. comissure, and another 1 case in the Rt. ventrical. So authors report these cases with review of the literature.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.10
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• pp.403-411
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• 2016

Recently, the number of occurrences of inundation and the severity of flood damage has increased rapidly as the frequency of localized heavy rainfall and the ratio of impervious area increased in urban areas. Most local governments focus on employing structural measures (e.g., the construction of detention reservoirs/pump stations, rehabilitation of drainage and sewer pipes) to prevent urban inundation. On the other hand, the effectiveness of implementing such structural measures is being dimished because there are already many inundation prevention facilities. The limitation of structural measures can be overcoming by employing non-structure measures, such as flood alerts and the operation of drainage facilities. This study suggests the pump operation rule (i.e., suggesting pump stop level) for a new detention reservoir operating method, which triggers the operation of a pump based on the water level at the monitoring node in urban drainage system. In the new reservoir operation, a total of 48 rainfall events are generated by the Huff distribution for determining the proper pump stop level. First, the generated rainfall events are distributed as frequencies, quartiles, and durations. The averaged system resilience value was determined to range from 1.2 m to 1.5 m is based on the rainfall-runoff simulation with rainfall generated by the Huff distribution. In this range, 1.2 m was identified considering the safety factor of 1.25 by the Standard on sewer facilities in 2011.