• Title/Summary/Keyword: 교란강도

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Influences of Disturbance Intensity on Community Structure, Species Richness and Abundance of Arthropod Predators (Araneae, Carabidae, Staphylinidae, and Formicidae) in Burned-pine Forest (산불지에서 절지동물 포식자(거미목, 딱정벌레과, 반날개과와 개미과)의 군집구조, 종풍부도 및 풍부도에 대한 교란강도의 영향)

  • Lee, Cheol Min;Kwon, Tae-Sung;Park, Young Kyu;Kim, Byung-Woo
    • Journal of Korean Society of Forest Science
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    • 제101권3호
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    • pp.488-500
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    • 2012
  • The present study was carried out to evaluate arthropod predators (Araneae, Carabidae, Staphylinidae, and Formicidae) as bioindicator for forest disturbance. We selected 12 study sites according to disturbance intensities caused by fire intensity and recovery methods at Goseong, Gangneung, and Samcheok in Gangwondo. Intensities of disturbance were characterized as follows: 0 (no fire), 1 (surface fire), 2 (crown fire), and 3 (crown fire followed by reforestation). Arthropod predators were captured using pitfall trap. Species richness and abundance of Araneae, Carabidae, Staphylinidae, and Formicidae were not different along disturbance intensities. However, species richness and abundance of grassland ants significantly increased in higher disturbance intensities. Abundance of grassland ants such as Formica japonica and Camponotus japonicas linearly decreased along litter depth. Furthermore, ant communities were clustered along disturbance intensities. In a one-time survey, ants may be most useful as bioindicator for forest disturbance among the four predator taxa, because ants actively forage for long seasons.

Influences of Recovery Method and Fire Intensity on Coleopteran Communities in Burned Forests (산불지 복원방법과 산불강도가 딱정벌레군집에 미치는 영향)

  • Kwon, Tae-Sung;Park, Young-Kyu;Lee, Cheol-Min
    • Korean journal of applied entomology
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    • 제50권4호
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    • pp.267-278
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    • 2011
  • This study was conducted to estimate the effects of fire intensity and recovery methods on coleopteran communities in three burned forests, Goseong, Gangneung, and Samcheok in Gangwon province, Korea. Four sampling sites were selected in each study area according to disturbance degree (DD) caused by fire intensity and recovery methods. DD in the study sites were categorized as 0 (no fire), 1 (weak fire), 2 (strong fire), and 3 (strong fire followed by human disturbance). Beetles collected by pitfall traps were classified into 3 functional guilds: detritivore, herbivore, and carnivore. Diversity and abundance were slightly higher in the burned sites (DD = 1-3) than in the unburned sites (DD = 0), although there was no statistical significance. Coleopteran communities differed according to fire intensity and recovery method. This suggests that recovery of burned forests using both natural recovery and reforestation may increase the diversity of coleopteran communities.

Characteristics of Undrained Shear Strength of Yangsan Clay (양산점토의 비배수 전단강도 특성)

  • 김길수;임형덕;김대규;이우진
    • Journal of the Korean Geotechnical Society
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    • 제17권4호
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    • pp.259-267
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    • 2001
  • 실내시험으로 구한 점토의 공학적 성질은 샘플링, 운반, 저장, 그리고 성형과정 동안에 발생하는 시료의 교란으로 인해 원지반의 성질과 다르게 측정된다. 본 연구에서는 양산점토에 대한 삼축압축시험($CK_{o}$ UC) 결과를 이용하여 샘플링 방법에 따른 교란의 정도를 평가하였다. 실험에 사용된 시료는 76mm 튜브샘플러, 76mm 피스톤샘플러, 블록샘플러로 채취되었으며, 시료의 교란정도를 평가하기 위해 각 시료에서 측정된 체적변형률, 비배수 전단강도, Secant Youngs modulus, 그리고 파괴시 간극수압계수를 비교하였다. 시료의 교란정도를 평가하는 것 이외에도 SHANSEP 방법을 이용하여 수행한 $CK_{o}$ U 삼축압축시험 결과를 이용하여 양산점토에 대한 정규화 전단강도($C_{u}$ /$\sigma$$_{vc}$ )와 OCR 관계를 규명하였다. 또, 피에조콘 관입시험, 딜라토메타 시험, 그리고 현장 베인시험결과를 이용하여 구한 양산점토의 비배수 전단강도를 삼축압축시험 결과와 비교하였다.

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Unconfined Compression Strengh Characteristics and Degree of Disturbance of Busan Marine Clay (부산 해성 점토의 일축압축강도 특성 및 교란도에 관한 연구)

  • Kim, Byoung-Il;Lee, Seung-Won;Lee, Seung-Hyun;Cho, Sung-Min
    • Journal of the Korean Society of Hazard Mitigation
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    • 제5권4호
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    • pp.29-36
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    • 2005
  • In this study, relations among unconfined compressive strength, strain at maximum strength and depth were compared with each other. Test specimen is marine clay originated from the place near Ga-duck island in Busan city. In addition, influence of impure material contained in specimen and that of total core recovery(TCR) on unconfined compressive strength and degree of disturbance were investigated. As a result of tests, unconfined compressive strength decreases as strain corresponding to maximum strength increases. Also, the deeper the sampling depth and the bigger the TCR, the unconfined compressive strength increases. Especially, as the TCR increases, the unconfined compressive strength Increases and quality of specimen is enhanced.

The Characteristics of Ground Improvement by Thixotropy in the Ground Surrounding by Sand Piles (Sand Pile 설치지반에서 틱소트로피에 의한 지반개량특성)

  • 천병식;여유현
    • Journal of the Korean Geotechnical Society
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    • 제17권1호
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    • pp.99-107
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    • 2001
  • 일반적으로 샌드파일 설치로 인해 파일주변지반은 교란되어 스미어 영향과 배수저항에 의해 압밀지연 현상이 발생하는 것으로 알려져 있다. 특히 예민한 점성토 지반일 경우 교란정도가 크며, 틱소트로피현상이 지연될 경우 지지력 및 압축특성은 불리하게 된다. 본 연구에서는 원지반 특성이 파악된 채취시료를 이용하여 완전 교란조건에서의 실내모형시험과, 염분농도변화에 의한 실내역학시험을 실시하였다. 실내모형시험 결과 낮은 하중단계에서의 압밀계수는 비교란 시료의 특성과 유사하게 나타났으며, 염분농도 증가에 따라 일축압출강도가 증가하고 강도회복은 빠르며 압축지수는 작게 나타났다. 결과적으로 점성토지반 간극수중 염분농도는 강도증대와 압축특성 변화에 영향을 주며, 틱소트로피 증대의 영향요소가 적은 담수지반에서 샌드파일을 시공할 경우 발생하는 과다침하의 한 원인으로 여겨지는바, 이와 같은 요인은 측방유동에 의한 침하거동과 함께 고려하여야 할 영향요소로 파악되어야 할 것으로 판단된다.

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The Characteristics of Shear Strength on Weathered Residual Soils for the Effect of Soaking and Disturbance (수침 및 교란 효과에 따른 풍화잔적토의 전단강도 특성)

  • 오세붕;정종혁;이영휘
    • Journal of the Korean Geotechnical Society
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    • 제15권5호
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    • pp.125-139
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    • 1999
  • It is difficult to evaluate the shear strength of weathered residual soils because of the difficulties of undisturbed sampling. In this study, a sampling device, direct shear box with shoe, was developed in order to get undisturbed samples easily for direct shear tests, and undisturbed samples could be successfully obtained. Through direct shear tests on undisturbed samples, the shear strength was evaluated with the variation of saturated conditions. In order to consider the effect of disturbance on the shear strength, a static compaction device was developed, and then it was found that undisturbed samples show greater shear strengths than the disturbed ones under natural water contents and similar strengths to the ones under soaked conditions. Further, the shear strength evaluated from direct shear tests was compared with the result of triaxial tests on undisturbed samples, and soaked strengths of the former were similar to the latter. As the result of stability analyses on an actual failed slope, it was found that the shear strength can be evaluated reasonably using direct shear box with shoe.

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Disturbance Effects on the Stiffness of Normally Consolidated Clay (정규압밀 점성토의 교란에 따른 강성 변화)

  • Park, Hae-Yong;Shin, Hyun-Young;Oh, Myoung-Hak;Cho, Wan-Jei
    • Journal of the Korean Geotechnical Society
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    • 제27권7호
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    • pp.69-79
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    • 2011
  • Laboratory tests are generally used to determine the input parameters for the selected constitutive models controlling various stress and drainage conditions, but have disadvantages in that the tests are performed on the samples obtained from the bore hole which are prone to be disturbed by various factors such as the tube penetrations, sample preparations and storage. To overcome these disadvantages, it is necessary to understand the effect of disturbance on the stiffness of the sample, especially the normally consolidated clays which are generally considered as soft clays. Therefore, in this study triaxial tests are performed on the normally consolidated kaolinite to evaluate the sample disturbance effects on the stiffness and to determine the field representative input parameters. The stress path results show that the shear and coupling modulus degradation patterns with strain are affected seriously by the disturbance. However, the strengths of the normally consolidated kaolinite are little influenced by the disturbance.

Soil Physical and Hydrological Properties Affected by Forest Harvesting within Riparian Areas of Forested Headwaters (산지계류 수변지역에서 산림벌채 후 토양의 물리적.수문학적 특성 변화)

  • Choi, Byoungkoo
    • Journal of Korean Society of Forest Science
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    • 제101권3호
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    • pp.538-545
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    • 2012
  • This study addressed soil disturbances following harvesting as well as soil physical and hydrological properties within three first-order headwater catchments characterized by ephemeral-intermittent streams. Four treatments representing a range of potential Best Management Practices(BMPs) for ephemeral-intermittent streams were used; BMP1, BMP2, clearcut and reference. This study includes 1 year of pre- and post-harvest observations. Results showed that post-harvest disturbances were closely related with harvesting intensity and generally tended to reflect changes in soil physical and hydrological properties following harvest with the except of bulk density and porosity. Forest clearcutting decreased macroporosity and saturated hydraulic conductivity, and increased soil resistence as a result of severe soil disturbances thereby increasing soil erosion. These impacts were reduced by implementing two BMP treatments during harvesting activities. The finding support the use of either BMP treatments for ephemeral-intermittent streams, however, the additional measure of leaving logging debris in BMP2 did not cover enough soil surface to reduce erosion.

Evaluation of Disturbance of Clay Samples Due to Sampling Methods (시료의 채취 방식에 따른 교란도 평가)

  • Yoon, Yeowon;Kim, Youngjin;Choi, Eunho
    • Journal of the Korean GEO-environmental Society
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    • 제9권1호
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    • pp.27-31
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    • 2008
  • In this study, evaluation of samples' reflection of in-situ condition was performed for those by 225 mm KICT large sampler and NX size piston sampler. Disturbance analysis was conducted for the clay sampled by two kinds of sampler throughout consolidation tests, uniaxial tests and triaxial test, under the same condition. From the analysis it can be seen that not only the initial void ratio and preconsolidation pressure from KICT large sampler but strength parameters from both uniaxial and triaxial compression tests are also about 10% higher than those of NX size piston sampler's.

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Packet Error Rate comparsion of Different Modulation Formats over Terrestrial Optical Wireless Communication in Turbulent Atmosphere (교란대기 지상 광무선 통신에서 변조방식에 따른 패킷 오류율 비교)

  • Hong, Kwon-Eui
    • The Journal of Korean Institute of Communications and Information Sciences
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    • 제39B권12호
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    • pp.856-863
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    • 2014
  • In the terrestrial optical wireless communication(OWC), the performance is affected by atmospheric turbulence and particles in the air. The received signal power loss mainly is caused by turbulence and scattering. To minimize the adverse atmospheric effects, the OWC used optical signal modulation, such as OOK, PPM and DPIM. In this paper, the packet error rate(PER) was analyzed above three modulation methods to ground optical link in atmospheric turbulence, scattering and link distance. The OWC system used three wavelengths which are 850nm, 1310nm and 1550nm. I assumed the atmospheric turbulence intensity is weak, so the refractive index is $Cn2{\approx}10-14m-2/3$ and the visibility is 2km. The numerical results shown that the L-DPIM scheme and the wavelength 1550nm are better than other modulation methods and wavelengths.