• Korean Journal of Environment and Ecology
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• v.23 no.6
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• pp.603-612
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• 2009

This study was conducted to provide information which will be useful for establishing and implementing effective management policy for Baekdudaegan Trail and user satisfaction by investigating the characteristics of trail use and users' perceptions of the environmental impacts on the trail. For this purpose, a questionnaire survey was employed in Baekdudaegan trail by three topological types. With this classification, the characteristics of the way the trails used and users' perceptions of the impacts were analysed in terms of ecological, physical and social environments. The result showed that the Baekdudaegan trail was used mainly for mountaineering rather vacation or travel, and found no differences in the characteristics of the trail use by the types. Ecological environment showed no significant relation with user satisfaction, however changes in physical environmental factors such as a trail width functioned as a negative component to decrease use experience. In addition, the satisfaction of the users had little to do with social environment, when the level of using the trail was relatively low. To present, the levels of impacts on ecological, physical and social environments and the users' satisfaction level regarding the Baekdudaegan trail appear to be positive. However, the increase of use level is expected in the future, and therefore systematic managerial measures need to be implemented to monitor the changes of the trails and interactions of the environmental impacts.

• Journal of Korea Water Resources Association
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• v.46 no.4
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• pp.345-359
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• 2013

In order to manage water quality efficiently and systematically through TMDL (Total Maximum Daily Load), the demand for the construction of spatial data for stream networks has increased for use with GIS-based water quality modeling, data management and spatial analysis. The objective of this study was to present an improved KRF (Korean Reach File) design as framework data for domestic stream networks to be used for various purposes in relation to the TMDL. In order to achieve this goal, the US EPA's RF (River Reach File) was initially reviewed. The improved design of the graphic and attribute data for the KRF based on the design of the EPA's RF was presented. To verify the results, the KRF was created for the Han River Basin. In total, 2,047 stream reaches were divided and the relevant nodes were generated at 2,048 points in the study area. The unique identifiers for each spatial object were input into the KRF without redundancy. This approach can serve as a means of linking the KRF with related database. Also, the enhanced topological information was included as attributes of the KRF. Therefore, the KRF can be used in conjunction with various types of network analysis. The utilization of KRF for water quality modeling, data management and spatial analysis as they pertain to the applicability of the TMDL should be conducted.

• Journal of The Geomorphological Association of Korea
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• v.19 no.3
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• pp.51-69
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• 2012

Physical strength of the rock is the most important factor of resistance to erosion and has been measured through various way. Bedrock microforms, like potholes and grooves, are the forms sculpted by the erosional processes of flow and the location and morphology are strongly affected by the differential erosion. It also assumed that the physical strength of the rock controls the erosion rate and mode of erosion. The schmidt hammer has been used to measure the rock strength in the field for the geomorphological research. To find the relationship between the rock strength and microforms, Schmidt hammer's R(rebound) were measured in the Baeksuktan, middle reach of Gilancheon, Cheongsong, Gyungsangbuk do. The overall values of rebound of the local sandstone showed over 65 in most cases, so it can be regarded as 'very strong'. It is found that the rebound values of the rock surface decreased towards current water level. It also, however, found that there was no systematic differences in rebound values among the topographically high and lows in the bedrock surface. There was no statistically significant difference in rebound values of the area with well developed microforms and others. The values of R from the exposed faces and inside of the microforms are similar. In the case of conglomerate, the part with the gravel showed higher values that the parts with sands. The rebound values are decreased near of(<1cm) the geological discontinuities(including joint and faults), so this line of weakness could be the point of initiation of active erosion to form microforms. However there is large variations in rebound values within this part. It also should be mentioned that topological relation between the strike of the geologic discontinuities and flow direction looks control the mode of erosional processes.