• 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.

• 대한의용생체공학회:의공학회지
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• 제25권2호
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• pp.157-163
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• 2004

금속 임플란트 재료들의 마모저항을 향상시키기 위하여 질소 이온주입 및 이온도금 기술을 적용하였다. 질소 이온주입 된 초내식성 스테인리스강(S.S.S)의 마모이온용출 특성을 S.S.S, 316L SS, TiN코팅된 316S SS와 비교 평가하기 위하여 탄소로 원자흡수분광분석기를 이용하여 시편들로부터 마모용출된 Cr과 Ni 이온량을 측정하였다. 또한, 저온아크증착법을 이용하여 TiN, ZrN, TiCN코팅된 Ti(Grade 2)원반의 마모저항을 비교하였고, 질소이온주입 및 질화물 코팅된 표면충의 화학적 조성은 SAES(scanning Auger electron spectroscopy)를 이용하여 분석하였다. 질소 이온주입된 S.S.S 표면으로부터 마모에 의하여 용출된 Cr과 Ni 이온량은 표면처리하지 않은 스테인리스강들에 비하여 크게 감소하였다 그러나 인공고관절에 걸리는 하중조건 하에서 실행된 마모이온용출실험에서 이온에너지 100 KeV로 질소이온 주입된 표면층은 20만회 내에서 쉽게 제거되었다. 질화물 코팅된 Ti 시편들의 마모저항도 크게 향상되었고, 그 마모특성은 코팅층의 화학적 조성에 따라 크게 차이가 났다. 코팅두께 3Um의 코팅시편들 중 TiCN 코팅된 티타늄이 가장 높은 내마모 특성을 보였으나 같은 하중조건 하에서 disk(Ti)-on-disk 마모실험에서 그 질화물 코팅면들의 마모 무게감 소비는 1만회 아래에서 모두 Ti의 마모비와 유사하게 전환되었다. 본 실험으로부터 얻어진 연구결과에 의하면, 100 KeV 질소이온주입 및 두께 3$\mu\textrm{m}$의 길화코팅된 표면층의 경우 표면 경화충의 깊이가 충분치 않아 높은 하중을 받는 임플란트의 마찰부위에 사용하기에는 한계가 있음을 보였다.