• 한국환경복원기술학회지
• /
• 제17권2호
• /
• pp.49-60
• /
• 2014

This study was conducted to evaluate the effect of forest fire on natural distribution and regeneration of Pinus densiflora Sieb. & Zucc. in Goseong, Gangwon province, Korea. After 13 years of the last forest fire in 2000, five investigation plots ($10m{\times}10m$) in each of rocky land and ridge, the well-known location as a favorite site for natural distribution of P. densiflora, were set to investigate stand characteristic and soil environment including physico-chemical properties and moisture contents of soil. Also, five investigation plots in slope area were set and investigated as well. The concentration of organic matter, total nitrogen, and exchangeable nutrients ($K^+$, $Ca^{2+}$, $Mg^{2+}$) were highest in the slope while the soil in the rocky land showed the lowest concentration of organic matter, total nitrogen, available $P_2O_5$, and exchangeable nutrients ($K^+$, $Na^+$, $Ca^{2+}$, $Mg^{2+}$). The soil in the slope only showed higher concentration of total nitrogen, $K^+$ and $Ca^{2+}$ than the unburned area in Goseong. Mean soil moisture contents in the rocky land (5.77%) were lowest while the slope (15.78%) and the ridge (15.27%) showed almost three times as much than the rocky land. P. densiflora was dominant in the rocky land and Quercus spp. were dominant in the ridge and slope. The average proportion of P. densiflora was highest in rocky land (58.4%, 14.6 trees per plot) followed by the ridge (25.2%, 7.8 trees per plot) and the slope (11.3%, 3.4 trees per plot) while the average height of P. densiflora was highest in slope (277cm) followed by the ridge and the rocky land. The height and crown width of Quercus spp. were higher than P. densiflora in the every plot. The results suggest that P. densiflora may be able to naturally regenerate and survive in the rocky land after the fire while P. densiflora in the ridge and the slope are suppressed by Quercus spp.

• 한국환경복원기술학회지
• /
• 제26권1호
• /
• pp.1-16
• /
• 2023

The current study aims to analyze the vegetation characteristics of the rocky slopes in expressway applied by different types of greening work. A field survey on the current status of vegetation were conducted in 50 rock slopes along 13 expressways in two years, 2020 to 2021. Specifically, the type of implemented greening and slope stabilization work, the soil properties, the vegetation coverage, and the emerged species were investigated on a every single slope. As the result of the implemented work types, the soil-media hydroseeding and the gabion work appeared to be the most implemented greening and slope stabilization work, respectively. As a result of the vegetation survey, 126 classification groups (42 families, 93 genera and 126 species) were identified in total and it was observed 26 IAP species and 5 invasive species were growing. The longer the time after greening work, the more frequent appearance of IAP species were observed. Woody species such as Robinia pseudoacacia and Lespedeza bicolo, and perennial herbs such as Artemisia princeps, Erigeron annuus, and Festuca arundinacea were appeared with high frequencies at the rocky slopes in expressway. It was also observed Pinus densiflora, Quercus dentata, Rubus crataegifolius and Miscanthus sinensis which had invaded from the adjacent forests naturally, and the largest number of species were invaded between 5~10 years usually after greening work in this study.

• 대한지리학회지
• /
• 제33권1호
• /
• pp.1-16
• /
• 1998

본 논문에서는 조립질 하상이 잘 발달된 로키 산맥의 소하천들을 대상으로 퇴적물의 입경과 유역 면적과의 관계, 그리고 퇴적물의 입경과 하도 경사와의 관계를 중점적으로 조사하였다. 조사 결과, 퇴적물의 입경은 유역 면적의 증대에 따라 지수적으로 감소되었으며, 산지와 평지의 지형 경계부를 기점으로 그의 상류와 하류간에 입경 변화의 경향성이 서로 달랐다. 하도 경사 또한 유역 면적의 증대에 따라 지수적으로 감소되었는데, 그 분포 패턴은 퇴적물 입경의 경우와 큰 차이가 없었다. 따라서 퇴적물 입경과 하도 경사는 매우 밀접한 관련이 있는 것으로 조사되었다. 이와 같은 조사 결과들을 유역 분지의 지형 및 지질 조건과 관련지어 고찰하여 볼 때, 본 지역에서는 높은 산지로부터 낮은 평지로 급격히 전환되는 지형 조건과 비교적 동질적인 지질 조건이 퇴적물의 입경 및 하도 경사에 영향을 미치고 있는 것으로 생각된다.

• 터널과지하공간
• /
• 제12권2호
• /
• pp.83-91
• /
• 2002

암석 버력으로 성토한 사면의 역학적 안정성을 한계평형해석법과 유한차분법으로 검토하였다. 암석 버력 성토사면의 높이는 약 40 m이고 사면의 구배는 1:1.5이다. 암석 버력 성토체의 강도정수 중 점착력은 없고, 내부마찰각은 43$^{\circ}$로 가정하고 사면의 안정성을 해석하였다. 한계평형해석 중 Fellenius법과 Bishop법으로 구한 안전율 Fs는 1.4이었다. 또 유한차분법으로 사면의 안전율을 구하기 위해서 강도감소법을 이용하였고 파괴영역을 기준으로 결정한 사면의 안전율 Fs도 역시 약 1.4로 한계평형해석 결과와 동일하였다. 여러 기관에서 사면설계기준으로 적용하는 안전율 1.3과 비교할 때 암석 버력 성토사면은 안정상태로 확인되었다.

• Journal of Plant Biology
• /
• 제27권1호
• /
• pp.25-32
• /
• 1984

A study on the dominance-diversity of forest vegetation in Mt. Seolag was conducted from May 1981 to Aug. 1983. Based on the field data, the dominance-diversity curves were for 16 sites including slopes and vallies. The curves are grouped in two types, lognormal distribution at the sites of mature vegetation and geometric series at the disturbed or rocky sites. It seems that the curves express the nature of their ecocline, by the hypotheses of some investigators, i.e. Random Niche hypothesis, Niche Pre-emption hypothesis, Lognormal distribution and Logarithmic series. The dominance concentration among the southern, northern and western slope, H'=1.282 at southern slope and H'=1.385 at western slope. Dominance-diversity curves of 16 sites showed Preston's lognormal distribution with small variations among them. It seems that the dominance diversity reflects the differences in the coenocline of their sites. The top 10 dominant species in species sequence of 113 tree species in whole the mountain, were noticed: Quercus mongolica, Pinus densiflora, Acer pseudo-siebold anum, Quercus serrata, Carpinus laxiflora, Styrax obassia, Fraxinus rhynchophylla, Tilia amurensis, Lindera obtusiloba and Abies holophylla in order.

• 아시안잔디학회지
• /
• 제9권3호
• /
• pp.173-185
• /
• 1995

Hydroseeding technique is a very popular method of revegetating slope areas through the control of soil erosion and stability by seeding grasses. This study was conducted to select turfgrass species and cultivars for hydroseeding. Experiment plots were established on various soil types and environmental conditions at Singar-Ansan high-way construction site. The investigation was designed in three cutting, one back-filling and other three spare sites with various seed mixtures. Results indicated that combinations of seed mixtures influenced seed germination and rates of surface cover. In a view of long term, vegetation shifts should be influenced by characters of slopes and micro-climate conditions. Hydroseeding did not show good results on rocky slope areas. Revegetation was only going on where there had soil. The combination of seed mixture with a higher rate of perennial ryegrass had relatively good revegetation with faster germination and seedling growth. Improved turf-type tall fescue Arid ⓡ and Falcon ⓡ seemed to have good environ-mental adaptation and drought tolerance. Wild or old type cultivars showed relatively slow green-up in spring and growth rates at the next year of seeding. For the harmonious landscaping with surrounding area, the combination of native grass mixture with cool-season grasses had good results. Slow and low revegetation rate at hack-filling site seemed to be caused by the poor development of capillary tubes in sub-soil. It was shown that a high correlation between seed germination and revegetation rate, and between three-month later coverage rate and final rate. The evaluation of coverage rate after three month seems to he acceptable to decide the accomplishment of hydroseeding results on rode side slopes.

• 한국환경생태학회지
• /
• 제21권1호
• /
• pp.74-81
• /
• 2007

본 연구는 한국 갯기름나물의 지형적 분포와 해식애 군집구조의 기초자료로 제공하기 위하여 해안과 지형별 종조성 및 생육양상을 조사한 바 이의 결과를 요약하면 다음과 같다. 갯기름나물과 동반 출현하는 식물은 57과 130속에 속한 170 분류군이었으며, 과별로는 국화과가 30 분류군으로 가장 많았다. 출현빈도가 가장 높은 식물은 해국(54.1%)이었고, 해안별로는 동해안과 서해안에서 해국, 남해안에서 억새의 출현빈도가 가장 높았다. 해안별 공통종은 서해안과 남해안간이 35.6%(47 분류군)로서 가장 높았고 다음으로 동해안과 서해안(30.4%), 동해안과 남해안(26.4%)순이었다. 갯기름나물이 출현하는 해안지형은 경사도 $17.4^{\circ}$의 해식애 암석해안, 평탄면, 암괴원, 수평절리, 수직절리, 요철지형이었고 지형 별 분포지역은 암석해안이 61 지역으로 가장 많았다. 군도에 따른 갯기름나물의 생육양상은 군도계급 3이 83지역(54.6%)으로서 가장 많았다.

• Geomechanics and Engineering
• /
• 제17권3호
• /
• pp.279-285
• /
• 2019

The process of slope stability analysis is one of the most important stages in design of some civil and mining projects. Bimslopes are made from bimrocks (block-in-matrix rocks) where rocky blocks are distributed in a bonded matrix of finer texture. These kind of slopes are often seen in weathered and near-surface depths. Previous studies have shown that VBP (Volumetric Block Proportion) is one of the most significant factors affecting bimrocks strength and consequently the stability of bimslopes. In this paper, the influence of block inclinations on bimslope stability have been investigated. For this purpose, 180 theoretical models have been made with various VBPs, all of them have a specified block size distribution. These bimslopes contain blocks with differing dips relative the slope inclination. Also for each kind of block inclination, 10 different blocks arrangements have been modeled. The Finite Element Method (FEM) was used to analysis the stability of these bimslopes models. The results showed the inclination of blocks has a strong impact on the Safety Factor and stability of bimslopes. When the difference in angle of dip of blocks relative to the slope angle is maximum, the Safety Factor of bimslopes tends to be a maximum compared with the matrix-only state. Furthermore, with increasing VBP of bimslopes stability increases. The graphs obtained from this study could be used for preliminary guidance in the projects design with bimslopes.

• 한국관광식음료학회지:관광식음료경영연구
• /
• 제13권2호
• /
• pp.207-221
• /
• 2002

Wolaksan is a national park which has beautiful scenery with exposed rocks. The mountain is 1097 meters high and has 3 tops which are Jungang(the center), Arae(the lower part), Jjokduri. The highest point of the vertical cliff is 150m from the earth and the total circumferences of three tops is about 4km. These tops are easy to break by grains because they are from sedimentary rocks. Wolaksan is a bad mountain because the area is a Mosikjuk rocky area. However, the area around Wolaksan is thicky wooded and has many achievements and it makes good scenery. From top to southeastern, there are vertical cliff, The tops are originally from one but these are divided by partial weathering corrosion. The slide of path to Wolaksan is about 70。. The lower part of the mountain from Shinroksa to top has a gentle slope but there are a steep slope from the middle. Especially, the area has many rocks. The rocks of Wolaksan are almost granitic-gneiss or metamorphic rocks so it often fall down. Because of these fallen rocks, its valleys have great landscapes. The size of rock is less than 60cm. The landscapes of valleys such as Songgye, Dukju, Yonghwa are the main natural tourism resources.

• 한국터널지하공간학회 논문집
• /
• 제6권4호
• /
• pp.357-365
• /
• 2004

Tunnel portals are often located in areas where the risk of rock fall and/or detachement of rock fragments from rocky slopes is high. In this case it is necessary to design the portals so as to protect the road (i.e. using an artificial tunnel) or to instal structures that are able to intercept falling blocks on the slope. This paper deals with the design problems of these structures and includes a special analysis of net fences which have undergone a remarkable technological improvement over recent years.