• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.4
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• pp.1377-1387
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• 2013

Most embankment of the reservoirs (99.1 %) have been constructed in the earth filled type in Korea because the construction of this type is less expensive and simpler than others such as concrete one. However, it has to be reinforced the slope to prevent the breach due to overtopping or piping under unexpected flood conditions. This study has been analyzed the retardation effect using three types (L, T, $L^*$ shape) of stiffener in order to reinforce embankment when they are collapsed by overtopping flow. Experimental results showed that L-type stiffener is the most effective in delaying the breaching of embankment and reducing the soil erosion when compared with others. The reinforced embankment breaching showed that time delay was occurred about 1.73 to 2.29 times and the peak flowrate was reduced compared to non-stiffener embankments due to energy dissipation by collision and less soil erosion. The embankment breaching mostly leads to major damages because of the lack of repair time. Thus, since these stiffeners can resist the rapid breach, it would be possible to earn the time to emergency repair and lifesaving, as well as reduction of damages of embankment in downward region with decreasing peak flowrate. Results from this study would be used for the basis when establishing the emergency action plan for the reservoirs on the verge of hazard.

• International Journal of Highway Engineering
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• v.18 no.5
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• pp.105-115
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• 2016

PURPOSES : This study was initiated to analyze the characteristics of bus traffic accidents, by bus types, using the decision tree in order to establish customized safety alternatives by bus types, including the intra-city bus, rural area bus, and inter-city bus. METHODS : In this study, the major elements involved in bus traffic accidents were identified using decision trees and CHAID algorithm. The decision tree was used to identify the characteristics of major elements influencing bus traffic accidents. In addition, the CHAID algorithm was applied to branch the decision trees. RESULTS : The number of casualties and severe injuries are high in bus accidents involving pedestrians, bicycles, motorcycles, etc. In the case of light injury caused by bus accidents, different results are found. In the case of intra-city bus accidents, the probability of light injury is of 77.2% when boarding a non-owned car and breaching of duty to drive safely are involved. In the case of rural area bus accidents, the elements showing the highest probability of light injury are boarding an owned car, vehicle-to-vehicle accidents, and breaching of duty to drive safely. In the case of intra-city bus accidents, boarding owned car, streets, and vehicle-to-vehicle accidents work as the critical elements. CONCLUSIONS : In this study, the bus accident data were categorized by bus types, and then the influential elements were identified using decision trees. As a result, the characteristics of bus accidents were found to be different depending on bus types. The findings in this study are expected to be utilized in establishing effective alternatives to reduce bus accidents.

• THE INTERNATIONAL COMMERCE & LAW REVIEW
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• v.58
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• pp.59-98
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• 2013

Risk of loss is a term used in the law of contracts to determine which party should bear the burden of risk for damage occurring to goods after the sale has been completed, but before delivery has occurred. Under the Uniform Commercial Code (UCC), there are four risk of loss rules, in order of application. First, it is agreement that is the agreement of the parties controls. Second, the breaching party is liable for any uninsured loss even though breach is unrelated to the problem. Hence, if the breach is the time of delivery, and the goods show up broken, then the breaching rule applies risk of loss on the seller. Third, the delivery by common carrier other than by seller is necessary: Risk of loss shifts from seller to buyer at the time that seller completes its delivery obligations; If it is a destination contract, then risk of loss is on the seller; If it is a delivery contract, then the risk of loss is on the buyer. Fourth, if the seller is a merchant, then the risk of loss shifts to the buyer upon buyer's receipt of the goods. If the buyer never takes possession, then the seller still has the risk of loss. This paper discusses problems of risk of loss under the American law. Specifically, this paper focuses on the interpretation of UCC sections and analysis of various cases. By comparing, also, UCC and Korean law, the paper proposes some implications of risk of loss issues for Korean law.

• Journal of the Korean Association of Geographic Information Studies
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• v.16 no.4
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• pp.1-15
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• 2013

Great loss of life and property has been occurred by the severe flood globally. In Korea, a flood inundation map is used as one of the non-structural measures for reducing flood damage, and various inundation models have been studied for flood inundation analysis. This study applies LiDAR data and LISFLOOD model for flood inundation analysis and discusses the the modeling results from levee breaching scenarios for evaluating the applicability of the model to stream inundation modeling. In the results of LISFLOOD modeling, maximum inundation area was similar to the inundation map by HEC-RAS model just less than 4%. The inundation area by each levee breaching scenario showed the difference from 0.2% to 6.5%. Inundation processes were different each other according to the position of levee breach point, and maximum inundation area and depth were changed by the flow direction of stream and flood plain. This study shows that LISFLOOD model can be applied properly to stream inundation analysis using various inundation scenarios.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.155-158
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• 2005

수자원 분야에서 DEM은 유역을 분할하고 하천망을 생성하며 유역 범위 내에서 지형인자를 계산하는 과정에서 광범위하게 이용되고 있다. 그러나 수치지도의 등고선이나 영상으로부터 추출된 DEM은 sink나 flat area와 같은 오류를 다수 포함하고 있으며, 이러한 오류들을 합리적인 방법으로 제거하는 과정이 필요하다. 본 연구에서는 DEM에서의 sink를 제거하기 위하여 breaching 알고리즘(Grabercht와 Martz, 1996)을 포함하는 filling method(Jenson과 Domingue, 1988; Martz와 Jong, 1988)를 이용하였으며, flat area를 처리하기 위해서는 combined gradient method(Grabercht와 Martz, 1996)를 이용하였다. 또한 흐름방향을 결정하기 위해서는 8방향법(O'Callaghan과 Mark, 1984)을 이용하였다. 이러한 방법을 통하여 보정된 DEM을 이용하여 흐름방향과 흐름누적수를 계산한 후 하천망을 추출하였다. 추출된 하천망은 ArcView 3.2a와 TOPAZ v3.1을 적용한 WMS v6.1에서의 결과와 비교하였으며, DEM의 오류수정을 위한 알고리즘이 적절히 구현된 것을 확인 할 수 있었다. 따라서 본 연구에서 개발한 DEM 보정기술은 DEM을 수자원 분야에 이용하기 위해 필요한 sink와 flat area 처리를 효과적으로 수행할 수 있는 것으로 나타났다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.196-196
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• 2016

Landslide dam failure presents as a severe natural disaster due to its adverse impact to people and property. If the landslide dams failed, the discharge of a huge volume of both water and sediment could result in a catastrophic flood in the downstream area. In most of previous studies, breaching process used to be considered as a constructed dam, rather than as a landslide dam. Their erosion rate was assumed to relate to discharge by a sediment transport equation. However, during surface erosion of landslide dam, the sediment transportation regime is greatly dependent on the slope surface and the sediment concentration in the flow. This study aims to accurately simulate the outflow hydrograph caused by landslide dam by overtopping through a 2D surface flow erosion/deposition model. The lateral erosion velocity in this model was presented as a function of the shear stress on the side wall. The simulated results were then compared and it was coherent with the results obtained from the experiments.

• Journal of Arbitration Studies
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• v.31 no.3
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• pp.43-68
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• 2021

This paper seeks to provide a comprehensive review of the international rules of law on the obligations of confidentiality and its exceptions in international commercial arbitration, including the Riddick principle stemming from the common law jurisdiction. To this end, this article examines and analyzes developed countries' arbitration legislation including relevant case laws and the most recent leading institutional rules. Given the fact that the increasing use of discovery in international commercial arbitration and that the parties and practitioners in civil law countries are not familiar with the concept of the Riddick principle and its implied undertaking to a court, this article introduces the concept of the Riddick principle with some analysis for the recent case laws. Finally, this paper makes some suggestions to strengthen the compliance of confidentiality in international commercial arbitration by introducing new rules on confidentiality, inter alia, sanctions for breaching of the obligations of confidentiality.

• THE INTERNATIONAL COMMERCE & LAW REVIEW
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• v.55
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• pp.3-32
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• 2012

CISG article 74 establishes the general formula applicable in all cases where an aggrieved party is entitled to recover damages. It provides that damages for breach of contract comprise all losses, including loss of profits, caused by the breach, to the extent that these losses were foreseeable by the breaching party at the time the contract was concluded. An aggrieved party may claim under article 74 even if entitled to claim under article 75 or 76. The latter articles explicitly provide that an aggrieved party may recover additional damages under article 74. Articles 75 and 76 apply only in cases where the contract has been avoided. Article 75 measures damages concretely by reference to the price in a substitute transactions, while article 76 measures damages abstractly by reference to the current market price. Article 76 (1) provides that an aggrieved party may not calculate damages under article 76 if it has concluded a substitute transaction under article 75. If however, an aggrieved party concludes a substitute transaction for less than the contract quantity, both articles 75 and 76 may apply. Pursuant to article 77, damages recoverable under articles 74, 75 or 76 are reduced if it is established that the aggrieved party failed to mitigate losses. The reduction is the amount by which the loss should have been mitigated. Article 78 entitles a party to interest on the price and any other sum that is in arrears.

• Journal of Computing Science and Engineering
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• v.5 no.3
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• pp.197-209
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• 2011

The increasing popularity of graph data, such as social and online communities, has initiated a prolific research area in knowledge discovery and data mining. As more real-world graphs are released publicly, there is growing concern about privacy breaching for the entities involved. An adversary may reveal identities of individuals in a published graph, with the topological structure and/or basic graph properties as background knowledge. Many previous studies addressing such attacks as identity disclosure, however, concentrate on preserving privacy in simple graph data only. In this paper, we consider the identity disclosure problem in weighted graphs. The motivation is that, a weighted graph can introduce much more unique information than its simple version, which makes the disclosure easier. We first formalize a general anonymization model to deal with weight-based attacks. Then two concrete attacks are discussed based on weight properties of a graph, including the sum and the set of adjacent weights for each vertex. We also propose a complete solution for the weight anonymization problem to prevent a graph from both attacks. In addition, we also investigate the impact of the proposed methods on community detection, a very popular application in the graph mining field. Our approaches are efficient and practical, and have been validated by extensive experiments on both synthetic and real-world datasets.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.2
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• pp.109-122
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• 1992

With the uncertainty of breaching mechanism, channel roughness, and elevation-discharge relationship at the downstream dam sites, the dam break wave from the hypothetical failure of Soyanggang dam is routed by DAMBRK. Simulation results show that lower region of Seoul will be flooded in 6~8 hours which has the elevation lower than 30~20m, and most part of Chuncheon will also be flooded. The peak discharge becomes approximately 70,000 CMS at Indogyo, and 220,000~340,000 CMS at Chuncheon. Sensitivity analysis shows that the inundation feature of Seoul will hardly be affected by the failure of downstream dams.