Kyu-Han Kim

Dr. Kyu-Han Kim

Department of Civil Engineering, Catholic Kwandong University; Director of Waterfront and Coastal Research Center, Gangwon Gangneung 641-28, South Korea
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Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 July 2021 in Sustainability
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Journal Article
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JSJun Ik Sohn
Jun Ik Sohn
AAAbhinav Alakshendra
Abhinav Alakshendra
HKHyun-Jung Kim
Hyun-Jung Kim
Kyu-Han KimKyu-Han Kim
Kyu-Han Kim
Hyun Dong KimHyun Dong Kim
Hyun Dong Kim
The COVID-19 outbreak has restricted international travel, halting tourism globally. Thus, travel demand has shifted from international to domestic destinations. The prolonged travel restriction has changed travel trends and travelers’ behaviors, adversely affecting the tourism industry worldwide. This study attempted to understand and examine the changes in travel preferences, such as choice of destinations, activities, and transportation modes, following the COVID-19 outbreak. This study used primary survey data of 200 respondents collected in June 2020 and secondary survey data collected by the Korea Tourism Organization in 2015 and 2017. The study also examined the role of the government in supporting strategies to prepare for the post-COVID tourism landscape. The analysis showed that the pandemic has caused travelers to favor short-haul destinations where non-contact (socially distanced) travel is possible. The study also found that the distributed land strategy that can make “untact” tourism a possibility could boost the struggling tourism industry.

3 June 2021 in Atmosphere
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Hyun Dong KimHyun Dong Kim
Hyun Dong Kim
Kyu-Han KimKyu-Han Kim
Kyu-Han Kim
Rip currents are strong water channels flowing away from the shoreline. They can occur on any shore with breaking waves. Rip currents play a significant role in changing the topography of shallow water regions by transporting large amounts of bed material offshore. Moreover, they pose a significant danger for people living in nearshore zones and surfers and cause hundreds of deaths annually worldwide. Therefore, rip current generation characteristics have been investigated to prevent casualties. In this study, a GPS drifter survey was chosen as the investigation method; however, a few drawbacks were discovered, such as low accuracy due to the GPS drifter becoming trapped in the surf zone. Therefore, drones and dyes were used to overcome the drawbacks of drifter methods. The results of dye tracking and the 3D wave-induced current numerical simulation were compared; the velocity and formation of the rip current were found to be relatively similar. With the technological advancements and invention of new survey equipment, the survey techniques also evolve, and this paper shows that the disadvantages of the GPS-based Lagrangian method can be overcome using a dye-mounted drone, which observes the rip current easily and accurately.

8 April 2018 in Journal of Sensors
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Kyu-Han KimKyu-Han Kim
Kyu-Han Kim
SCSi-Bum Cho
Si-Bum Cho
Hyun Dong KimHyun Dong Kim
Hyun Dong Kim
KSKyu-Tae Shim
Kyu-Tae Shim
The characteristics of a new wave power generating system have been proposed by installing a piezoelectric sensor to the seaward position of an existing coastal structure. By installing the sensor to the structure, waves will hit the piezoelectric sensor to generate wave energy; at the same time, the structure acts as a wave breaker. This technique can be applied to various coastal structures to converge the functions of renewable energy generator and the wave reducing structure. This technique of using piezoelectric sensor is relatively inexpensive that can be used for economic purposes as well. Throughout the study, usability of the existing coastal structure and characteristics of current research trend in the ocean wave energy retrieval of the wave power generators have been analyzed. Hydrographic analysis of this technique has been conducted by hydraulic model experiment using 2D wave flume and confirmed that the wave pressure and voltages maximize when higher wave with longer period of wave induces. Throughout the experiment, correlations of generation volume and wave conditions have been found.

18 March 2011 in Journal of Coastal Research
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Kyu-Han KimKyu-Han Kim
Kyu-Han Kim

3 March 2016 in Journal of Coastal Research
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Journal Article
Closed access
Kyu-Han KimKyu-Han Kim
Kyu-Han Kim
KSKyu-Tae Shim
Kyu-Tae Shim
BSBumshick Shin
Bumshick Shin
Kim, K.H.; Shim, K.T., and Shin, B.S., 2016. Morphological Change near the Artificial Reefs as a Beach Erosion Countermeasure. In: Vila-Concejo, A.; Bruce, E.; Kennedy, D.M., and McCarroll, R.J. (eds.), Proceedings of the 14th International Coastal Symposium (Sydney, Australia). Journal of Coastal Research, Special Issue, No. 75, pp. 403–407. Coconut Creek (Florida), ISSN 0749-0208. At the Namhangjin Coast on the eastern coast of South Korea, there are five artificial reefs constructed as a form of countermeasure to prevent beach erosion. Since the construction, severe beach erosion has not occurred, and due to the presence of the artificial reefs various sedimentation effects have taken place. However, inside the opening gaps between the artificial reefs, the occurrences of return flow and severe scouring have been observed. In this field investigation the effects of one of the six artificial reefs, installed particularly for abalone, seaweed and fish farming, have been reviewed. Furthermore, the effects of the artificial reefs and their ensuing problems were investigated via three-dimensional movable-bed experiment. In the experiment, to improve the performance the artificial reefs, the impacts of raising the crown height and style of the reefs were examined. The numerical model has successfully explained the various implications of the three-dimensional experiment and the field investigation, and has confirmed the fact that there exists a shared agreement.

Verified
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KSKyu-Tae Shim
Kyu-Tae Shim
Kyu-Han KimKyu-Han Kim
Kyu-Han Kim
JPJun-Ho Park
Jun-Ho Park
A physical model test was carried out to evaluate a measure of reducing sediment transport in a condition of erosive wave incidence. The erosion trend was analyzed in a beach profile consisting of 0.1 mm sand, and a scenario in which 1 mm and 5 mm materials were applied to the erosion section was conducted. The effects of beach nourishment profiles with different sand diameters were verified by comparing the results when the submerged breakwater was installed. In addition, because high waves are usually accompanied with strong wind, to determine the wind effect, morphological change was examined under waves only and the coexistence of waves and wind together. The experimental results showed that sediment transport around the shoreline decreased in a condition of nourishment with 1 mm grains, and the total amount of morphological change was similar to the case in which the submerged breakwater was installed. The results illustrated that a change in wind velocity increased the wave energy density, as well as the range of morphological change.