• Horticultural Science & Technology
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• v.18 no.2
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• pp.93-97
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• 2000

This study was conducted to determine the appropriate osmotic priming chemicals and their concentrations to improve germination of carrot, lettuce, onion, and Welsh onion seeds. Each chemical, including $KNO_3$, $KH_2PO_4$, $K_3PO_4$, NaOH, $Ca(NO_3)_2$, and PEG 8000, was tested at three to four concentrations. Percent germination, number of days to attain 50% of the final germination percentage (T50), and mean number of days to germination (MDG) of primed seeds were compared with those of water-imbibed or nonprimed seeds. With the exception of 100 or 200 mM NaOH, other priming chemicals did not affect percent germination of carrot and lettuce seeds. However, the chemical priming did reduce T50 and MDG, especially with -0.5 MPa PEG 8000 for carrot and with 50 mM $K_3PO_4$ or 200 mM $KH_2PO_4$ for lettuce. Among the chemicals with no influence on percent germination did 200 mM $KH_2PO_4$ significantly reduced both T50 and MDG of onion seeds. No chemicals improved percent germination of Welsh onion seeds. Reduction in T50 and MDG was significant only with $KH_2PO_4$ and $Ca(NO_3)_2$.

• Journal of the Korean Society of Hazard Mitigation
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• v.11 no.3
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• pp.209-218
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• 2011

The present study proposes a new estimation relationship for the transmission rate of the steel breakwater which is expected to make up for the weakness points in existing hard solution for shore protection. The steel breakwater consists of the wave dissipator of the dual horizontal plates, the supporting columns and their foundations, and thus its respective designs should also be conducted one by one. Furthermore, the breakwater has to ensure both functions of shore protection and structure stabilization. The study produced experimental data for the stability and safety investigation of the steel breakwater. The forces acting on the steel breakwater were classified into two categories, one is vertical up and down loads for the pile resistance and the other was maximum difference of the vertical load acting on horizontally different position for the torsion. The study applied the stability force produced by the summation of maximum pressure at each point and the safety force acting on each point simultaneously. The regular wave corresponding to the significant wave was utilized for measuring wave pressure and force. The study showed the method for the proper position of submerged upper plate by considering occurrence frequency of tide level. The design process finally determined by trial and error is proposed in the present study.

• Journal of Practical Agriculture & Fisheries Research
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• v.21 no.1
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• pp.5-13
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• 2019

The first commercial planting of sweet cherry in Korea is thought to be done in early 1920s. The planting area of sweet cherry in Korea is about 500 ha in 2017. Although sweet cherry is considered a minor fruit in Korea, it is one of premium fruits in market and popular among children and women, especially among pregnant women. The import of sweet cherry fruits has increased dramatically in recent years. Seedlings of Prunus lannesiana or clones of 'Colt' (P. avium × P. pseudocerasus) were usually used as sweet cherry rootstocks in Korea. During recent decades new dwarfing rootstocks for cherry such as 'Gisela' series were developed in Germany. Among them, several 'Gisela' series have been mainly used in international nurseries. In this study, we investigated optimum rooting condition of a dwarfing rootstock 'Gisela 5' in summer season cuttings. Among eight soil conditions tested, saprolite + commercial nursery soil (1:1) and saprolite + vermiculite (1:1) showed higher rooting percentage than others, showing 93.6% and 88.9%, respectively. More than 95% of 'Gisela 5' rootstocks produce roots when it was treated with IBA for several seconds just before cuttings, irrespective of concentrations (500 to 2000 mg·L^-1).

• Journal of Practical Agriculture & Fisheries Research
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• v.25 no.4
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• pp.84-89
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• 2024

Light is an important component among which plays a crucial role in determining the production and quality of fruit trees. Since the disturbance of light directly leads to reduced photosynthetic efficiency, their damage can be increased especially in fruit trees such as Japanese apricots with a short growing time. In this study, we investigated how the effects of shading condition can affect the production and quality of Japanese apricots according to increased damages by light disturbance in the main orchard complex. The average photosynthetically active radiation (PAR) level in Japanese apricots was rapidly dropped as the shading time was increased compared to the control (304 μmol/m²/s) and the PAR level decreased to 142 μmol/m²/s after shaded for eight hours. The maximum photosynthetic efficiency, with a PAR value of 900 to 1,000 μmol/m²/s, corresponds to the time period without shading and the time period with 2 hours of shading, and these times range from 11 a.m. to 3 p.m. And the time period for shading for 4 hours was from 1:00 p.m. to 2:00 p.m., and under conditions of shading for 6 and 8 hours, the effect was a low amount of light. There was no difference in the weight of Japanese apricots during 2 hours shading time, however, it was significantly reduced as shading time were increased. The difference of the acid content and L/D ratio was not significant on shading time, but the SSC was decreased as times going on. In conclusion, our results indicate that the shading for more than 2 hours make negative effects to decrease the weight and SSC and the yield and affects directly to drop in fruit quality.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.13 no.2
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• pp.95-109
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• 1993

In this study, the optimal configuration of arch structure has been tested by a decomposition technique. The object of this study is to provide the method of optimizing the shapes of both two hinged and fixed arches. The problem of optimal configuration of arch structures includes the interaction formulas, the working stress, and the buckling stress constraints on the assumption that arch ribs can be approximated by a finite number of straight members. On the first level, buckling loads are calculated from the relation of the stiffness matrix and the geometric stiffness matrix by using Rayleigh-Ritz method, and the number of the structural analyses can be decreased by approximating member forces through sensitivity analysis using the design space approach. The objective function is formulated as the total weight of the structures, and the constraints are derived by including the working stress, the buckling stress, and the side limit. On the second level, the nodal point coordinates of the arch structures are used as design variables and the objective function has been taken as the weight function. By treating the nodal point coordinates as design variable, the problem of optimization can be reduced to unconstrained optimal design problem which is easy to solve. Numerical comparisons with results which are obtained from numerical tests for several arch structures with various shapes and constraints show that convergence rate is very fast regardless of constraint types and configuration of arch structures. And the optimal configuration or the arch structures obtained in this study is almost the identical one from other results. The total weight could be decreased by 17.7%-91.7% when an optimal configuration is accomplished.

• Journal of the Daesoon Academy of Sciences
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• v.38
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• pp.1-46
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• 2021

Since ancient times, the word Deok (德, virtue) has been used as a term in ethics. In the east, it originally meant 'to acquire (得),' and during the warring states period, it was used to indicate 'personality' or 'value;' especially for political leaders. Then, in Confucianism, the word Deok developed into an ethical term suggesting that people should acquire Deok in their action so as to achieve human perfection. In Daesoon Thought, Deok originates from the Dao, and the two are close in the same manner that Yin and Yang are close and interrelated. The Dao of Daesoon Thought indicates the Great Dao of Heaven and Earth, which Gucheon Sangje had opened when he performed his Gongbu (holy work) at Daewonsa Temple, is such that the Great Deok was divided into the Deok of Heaven, the Deok of Earth, and the Deok of Humanity. This allows for the realization of Deok in each of the Three Realms. Jo Jeongsan, the successor of Gucheon Sangje, said that he will inherit the Great Deok originated from the Great Dao and enlighten the world to the Dao. The cause of the accumulation of grievances in the Three Realms was due to the failure to sufficiently spread Deok throughout the Three Realms. The Later World is where Deok will be offered in its full extent as it was secured by the Cheonjigongsa (Reordering Works of Heaven and Earth) performed by Gucheon Sangje. However, as the main agent of spreading Deok is the heart-mind, humans need to cultivate their heart-mind in the correct way. When humans finally become Dotong-gunja (beings who are perfectly unified with the Dao) and generously practice Deok in the world, there will be no grievances anywhere in the Three Realms. There are four ways of practicing Deok: Deok by caring for life, Eondeok (Deok of speech), Gongdeok (practicing meritorious Deok), and Podeok (spreading of Deok) to the world. Practicing the Deok by caring for life is to save and protect living beings based on the spirit of Jesaenguise (saving lives and curing the world). Eondeok is practiced when people speak to others in a positive way that fosters widespread goodness based on the spirit of Sangsaeng (mutual beneficence). When people perform Gongdeok they will be rewarded for their actions. Podeok can be realized when the followers of Sangje spread the Great Dao of Heaven and Earth based on the teachings of Daesoon Thought.

• The korean journal of orthodontics
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• v.37 no.2 s.121
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• pp.98-113
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• 2007

Objective: The purpose of this study was to evaluate the displacement pattern and the stress distribution shown on a finite element model 3-D visualization of a dry human skull using CT during the retraction of upper anterior teeth. Methods: Experimental groups were differentiated into 8 groups according to corticotomy, anchorage (buccal: mini implant between the maxillary second premolar and first molar and second premolar reinforced with a mini Implant, palatal: mini implant between the maxillary first molar and second molar and mini implant on the midpalatal suture) and force application point (use of a power arm or not). Results: In cases where anterior teeth were retracted by a conventional T-loop arch wire, the anterior teeth tipped more postero-inferiorly and the posterior teeth moved slightly in a mesial direction. In cases where anterior teeth were retracted with corticotomy, the stress at the anterior bone segment was distributed widely and showed a smaller degree of tipping movement of the anterior teeth, but with a greater amount of displacement. In cases where anterior teeth were retracted from the buccal side with force applied to the mini implant placed between the maxillary second premolar and the first molar to the canine power arm, it showed that a smaller degree of tipping movement was generated than when force was applied to the second premolar reinforced with a mini implant from the canine bracket. In cases where anterior teeth were retracted from the palatal side with force applied to the mini implant on the midpalatal suture, it resulted in a greater degree of tipping movement than when force was applied to the mini implant between the maxillary first and second molars. Conclusion: The results of this study verifies the effects of corticotomies and the effects of controlling orthodontic force vectors during tooth movement.

• Proceedings of the KSR Conference
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• 2007.11a
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• pp.517-528
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• 2007

Domestic or international existing researches regarding rail damage factors are focused on laying, vehicle conditions, driving speed and driving habits and overlook characteristics of track structure (elasticity, maintenance etc). Also in ballast track, as there is no special lateral spring stiffness of track also called as ballast lateral resistance in concrete track, generally, existing study shows concrete track has 2 time shorter life cycle for rail replacement than ballast track due to abrasion. As a result of domestic concrete track design and operation performance review, concrete track elasticity is lower than track elasticity of ballast track resulting higher damage on rail and tracks. Generally, concrete track has advantage in track elasticity adjustment than ballast track and in case of Europe, in concrete track design, it is recommended to have same or higher performance range of vertical elastic stiffness of ballast track but domestically or internationally review on lateral spring stiffness of track is very minimal. Therefore, through analysis of service line track on site measurement and analysis on performance of maintenance, in this research, dynamic characteristic behaviors of commonly used ballast and concrete track are studied to infer elasticity of service line track and experimentally prove effects of track lateral spring stiffness that influence curved rail damage as well as correlation between track elasticity by track system and rail damage to propose importance of appropriate elastic stiffness level for concrete and ballast track.