• 한국농공학회지
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• 제24권2호
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• pp.49-55
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• 1982

The purpose of this study is to classify the factors influenced on the damages of head works suffered from the storm flood occurred on July 22 1980 in both Musim and Bochong rivers and to find out an integral counter measures against the causes influenced on the disaster of head works in the engineering aspect of planning, design, construction and maintenance. In this survey, number of samples was taken 25 head Works, and the counter measures against the causes of their disasters summarized was as follows, 1. In the aspect of planning a. As the flood water level after the establishment of head works is more increased than the level before setting of head works owing to having more gentle slope of river bed between the head works than nature slope of river bed. Number of head works should be reduced for the appropriate annexation of them b. In the place where head works is established on the curved point of levee, the destruction of levee becomes severe by the strong deflective current. Therefore the setting of head works on the curved point should be kept off as long as possible and in case of unavoidable circumstances the construction method such as reinforced concrete wall or stone wall filed with concrete and anchored bank revetments should be considered. 2. In the aspect of design a. As scoring phenomena at up stream is serious around the weir Where the concentration of strong current is present in such a place, up stream apron having impermeability should be designed to resist and prevent scoring. b. As the length of apron and protected bed is too short to prevent scoring as down stream bed, the design length should be taken somewhat more than the calculated value, but in the case the calculated length becomes too long to be profitable, a device of water cushion should be considered. c. The structure of protected river bed should be improved to make stone mesh bags fixed to apron and to have vinyl mattress laid on river bed together with the improvement for increasing the stability of stone mesh bags and preventing the sucked sand from the river bed. d. As the shortage of cut-off length, especialy in case of the cutoffs conneting both shore sides of river makes the cause of destruction of embankment and weir body, the culculation of cut-off length should be taken enough length based on seepage length. 3. In the aspect of design and constructions a. The overturing destruction of weir by piping action was based on the jet water through cracks at the construction and expansion joints. therefore the expansion joint should be designed and constructed with the insertion of water proof plate and asphalt filling, and the construction joint, with concaved shape structure and steel reinforcement. b. As the wrong design and construction of the weep holes on apron will cause water piping and weir destruction, the design and construction of filter based on the rule of filter should be kept for weep holes. c. The wrong design and construction of bank revetment caused the severe destruction of levee and weir body resulting from scoring and impulse by strong current and formation of water route behind the revetment. Therefore bank revetment should be designod and constructed with stone wall filled with concrete and anchored, or reinforced concrete wall to prevent the formation of water flow route behind the wall and to resist against the scoring and impulse of strong stream. 4. In the aspect of maintenance When the damaged parts occurred at head works the authorities and farmers concerned should find and mend them as soon as possible with mutual cooperation, and on the other hand public citizen should be guided for good use of public property.

• 대한관절경학회지
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• 제12권3호
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• pp.172-179
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• 2008

목적: 관절경적 이열 회전근개 봉합술은 고정력을 향상시키며 건-골 사이의 접촉면을 증가시켜 임상적 및 해부학적 결과가 우수하다는 보고들이 많고 술기 또한 여러 방법이 시도되고 있다. 저자들은 매듭 결속과 비매듭 봉합구를 동시에 사용한 관절경적 이열 회전근개 봉합술의 기능적 결과 및 구조적 연속성에 대해 보고하고자 한다. 대상 및 방법: 2006년 3월부터 2007년 6월까지 회전근개 전층 파열로 진단받고 평균 6.5개월(5~11) 보존적 치료 후 관절경적 이열 봉합술을 시행한 환자 21예(남자 15예, 여자 6예; 평균 연령 55.6세; 48~67세)를 대상으로 하였다. 관절경하에서 측정된 파열부의 크기는 소파열이 2예, 중파열이 13예, 그리고 대파열이 6예로 평균 2.5cm(1.8~3.2)이었다. 수술술기상 내측은 매듭 결속 봉합나사를 이용한 수평 매트리스 봉합술, 외측 열은 생체흡수성 비매듭 봉합구를 이용한 단순봉합술을 시행하였다. 기능적 평가는 견관절 운동 범위, ASES, UCLA scale, 그리고 등속성 근력 평가로 하였으며, 술후봉합부의 연속성은 자기공명영상으로 판정하였다. 평균 추시 기간은 15개월(13~24)이었다. 결과: 최종 추시 결과 평균 임상적 결과 지수와 근력에 있어서 유의한 호전을 보였으며(p<0.01) 19예(90.1%)에서 치료결과에 만족하였다. 술후 평균 7개월째 자기공명영상을 통해 21예중 17예(81%)에서 건 치유를 확인하였다. 술전 파열의크기에 따른 술후 견관절 기능의 차이는 통계적 유의성은 없었으나(p<0.01) 6예 대파열의 경우 3예(50%)에서 봉합부의 재파열이 확인되었다. 결론: 회전근개 파열환자에서 매듭 결속과 비매듭 봉합구를 동시에 이용한 관절경하 이열 고정 봉합술로 양호한 임상적 및 해부학적 결과를 얻었다. 이는 개방적 봉합술이나 알려진 다른 형태의 관절경적 이열 봉합술과 유사한 결과이나 생역학적 연구와 장기적 추시가 필요하리라 판단된다.