• KOREAN JOURNAL OF CROP SCIENCE
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• v.28 no.1
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• pp.139-143
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• 1983

Nicotiana Tabacum L., cv. NC2326, Burley2l and Sohyang seeds were coated with different five materials - zeolite, serpentine, coal briquet ash, serpentine+zeolite and coal briquet ash+zeolite - to investigate the effects of coating on germination. The coating materials had different characteristics and gave varied effects on germination. Among three tobacco varieties, coated seeds of Burley2l showed the most sensitive responses in germination rate of decreasing and delaying at low temperature on seedbed and laboratory tests.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.40 no.1
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• pp.35-41
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• 2020

In this study, the stability of low crested structure armoured by rock has been investigated using two-dimensional hydraulic model tests. The effect of wave steepness and freeboard on the rock stability on crest, front, and the rear slope has been investigated. Rocks were mostly damaged near the upper part of the seaward slope and the crest of the seaward side. From the experimental data, the new empirical formula for the stability coefficients of the rocks was proposed.

• Journal of the Korean GEO-environmental Society
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• v.12 no.7
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• pp.67-76
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• 2011

In this present study, to evaluate a behavior characteristics of the sea dyke coastal covering stone by sea waves. sea waves act on coastal structures as an impact load. During impact loading, erosion and bluff slumping occur in the coastal structures. Also, the covering stone are worn down by wave impact. The sea dyke has been used near coastal region for protection of infra-structure since 1970s in Korea. The sea dyke consist of dredged sand and covering stone mainly. The damage type of covering stone has been reported since 1970s. However, the interaction of impact load by sea wave with the covering stone has not been investigated yet properly. Mainly damage type of covering stone is an abrasion. But the study of covering stone abrasion is not sufficient. Hence, In this study, it was analyzed the interaction of impact load by sea wave and the covering stone during sea wave action on coastal structures. In order to analyze the behavior characteristics of coastal covering stone considering the magnitude and period of impact loading and to evaluate the displacement increment of covering stone during impact load, numerical analysis was carried out considering impact loading by sea wave.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2002.08a
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• pp.118-121
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• 2002

항만시설의 기본재료로서 가장 널리 사용되고 있는 피복석 (Rock armor)의 경우 저렴하며, 구입이 용이하다는 장점 때문에 여러 시설물에 적용되어 왔다. 그러나 계속되는 개발로 인해 석재원도 그 한계에 도달했기 때문에 더 이상 저렴한 재료라고 할 수도 없으며, 무엇보다 난 개발로 인한 국토의 훼손과 이에 따른 비난의 여론으로 인해 피복석의 사용이 제한을 받고 있다. (중략)

• KOREAN JOURNAL OF CROP SCIENCE
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• v.28 no.1
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• pp.144-149
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• 1983

Experiments were conducted to develop a pelletization method of minute tobacco seeds for easy handling at seeding by hand or for mechanical seeding. Serpentine, zeolite, and talc were tested as coating materials and the resulting pills were compared in size uniformity, hardness, length of time needed for coating, percentage of pills containing a single seed, and speed of disintegration when submerged in water. Talc was the poorest and zeolite was good only in hardness. On the other hand serpentine was good in most characters above, except for brittleness. This defect, however, was overcome by double coating, first with serpentine and followed by zeolite. This new pelletizing method results in optimum hardness, uniform size, and high ratio of pellets containing one tobacco seed. When compared to bare tobacco seeds, the double-coated seeds did not differ in germination test.

• Water for future
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• v.33 no.3
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• pp.74-81
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• 2000

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.35 no.5
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• pp.102-108
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• 2023

In this study, hydraulic model tests were performed to investigate the stability of armor units at harbor side slope for rubble mound structures. The armor units on the rear slope were rocks. The Korean design standard for harbor and fishery port suggested the design figures that showed the ratio of the armor weight for each location of rubble mound structures and it could be known that the same weight ratio was needed to the sea side and rear side slope of rubble mound structures. The crest elements were commonly applied to the design process of rubble mound structures in Korea and the investigation of the effects of super structures would be needed. The damage rate (S =2) was applied and the stable wave height was measured for each test condition. The results were suggested as the armor weight ratio of the rear side slope(armor rock) to the sea side slope (tetrapod) in relation to the relative crest height.

• Journal of Korean Society of Environmental Engineers
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• v.39 no.8
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• pp.470-477
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• 2017

In this study, the applicability of calcite, sand, and zeolite for the remediation of sediments contaminated with organics and nutrients were investigated. Sediments and seawater for water tank experiments were sampled from Pyeongtaek harbor, and 1 cm or 3 cm of calcite, sand, and zeolite were capped on the sampled sediments. pH, electric conductivity (EC), dissolved oxygen (DO), chemical oxygen demand (COD), total nitrogen (TN), and total phosphorus (TP) were monitored for 63 days. The sampled sediments were highly contaminated with organic matter and total nitrogen. DO in uncapped condition was exhausted within 10 days but DO in capping condition except 3 cm of zeolite capping was prolonged above 2 mg/L. Capping efficiency for interrupting COD release from sediments was in the following order: zeolite 1 cm > calcite 1 cm > calcite 3 cm > sand 3 cm ${\cong}$ zeolite 3 cm ${\cong}$ sand 1 cm. Zeolite was found to be effective for interrupting nitrogen release. T-P was not observed in both uncapped and capped sediment, i.e., all experimental conditions. It can be concluded that zeolite can be effectively used for the remediation of sediments highly contaminated with organic matter and nitrogen.

• KCID journal
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• v.7 no.1
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• pp.79-87
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• 2000

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.20 no.3
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• pp.300-309
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• 2008

The partial safety factors of armor stones have been calculated on the assumption that all random variables are independent one another. However, wave height and wave steepness are not independent in the van der Meer's formula of armor stones but they are correlated. In the present study, we calculated the partial safety factors considering the correlation and compared them with those of other researchers who did not consider the correlation. The correlation between wave height and steepness is closely related to the variability of wave period. As the variability of wave period decreases, the correlation between wave height and steepness becomes strong, and hence the calculation results with and without consideration of the correlation show more difference. Therefore, the correlation should be taken into account in the calculation of partial safety factors in the area where the variability of wave period is small.