우리나라는 여름철 강수량이 연 강수량의 약 70% 이상을 차지하고 일 강우량이 200 mm가 넘는 극한강우가 증가하고 있다. 강우는 산사태를 유발하는 가장 직접적인 인자로서 이를 활용한 산사...
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https://www.riss.kr/link?id=A101965772
2016
Korean
산사태 ; 강우강도 ; RTI 모델 ; 조기경보 ; 대응시간 ; landslide ; rainfall intensity ; RTI model ; early warning ; response time
KCI등재,SCOPUS
학술저널
235-250(16쪽)
4
0
상세조회0
다운로드국문 초록 (Abstract)
우리나라는 여름철 강수량이 연 강수량의 약 70% 이상을 차지하고 일 강우량이 200 mm가 넘는 극한강우가 증가하고 있다. 강우는 산사태를 유발하는 가장 직접적인 인자로서 이를 활용한 산사...
우리나라는 여름철 강수량이 연 강수량의 약 70% 이상을 차지하고 일 강우량이 200 mm가 넘는 극한강우가 증가하고 있다. 강우는 산사태를 유발하는 가장 직접적인 인자로서 이를 활용한 산사태 발생 예측 기준을 설정하고 경보를 발령하여 산사태로 인한 피해를 최소화 하는 것이 필요하다. 본 연구에서는 기존의 발생한 산사태이력 중 발생시점 및 장소가 분명한 12개소를 선 정하고 각 지역의 강우데이터를 수집하여 분석하였으며, RTI (Rainfall Triggering Index) 모델에 사용된 각 인자들을 한국의 산 사태 유발 강우특성에 따라 적정성을 검토하여 반영하고 강우강도의 단위시간을 달리한 3가지 모델을 비교하였다. 분석결과, 60-minutes RTI 모델은 3개소에서 산사태 발생 예측에 실패하였으며, 30-minutes RTI 모델 및 10-minutes RTI 모델은 모두 사 전예측 가능하였다. 각 모델별 산사태 발생 경보에 따른 평균 대응시간은 60-minutes RTI model이 4.04시간, 30-minutes RTI model과 10-minutes RTI model은 각각 6.08과 9.15시간으로 단위시간이 짧은 강우강도를 사용한 RTI 모델이 산사태 사전예측 실패 가능성이 적고 보다 긴 대응시간을 확보 할 수 있는 것으로 나타났다. 이를 통해 산사태 발생 예측을 통한 대응시간은 단 위시간을 세분화한 모델일수록 더 많은 시간을 확보 할 수 있음을 알 수 있다. 또한, 단시간 내 발생하는 변동성이 큰 강우강 도 가진 한국의 강우특성을 고려할 때 시간 단위 이하의 강우강도를 적용하는 것이 RTI 모델을 통한 산사태 예측과 조기경보 시스템의 정확도를 높일 수 있을 것으로 판단된다.
다국어 초록 (Multilingual Abstract)
In Korea, 70% of the annual rainfall falls in summer, and the number of days of extreme rainfall (over 200 mm) is increasing over time. Because rainfall is the most important trigger of landslides, it is necessary to decide a rainfall threshold for la...
In Korea, 70% of the annual rainfall falls in summer, and the number of days of extreme rainfall (over 200 mm) is increasing over time. Because rainfall is the most important trigger of landslides, it is necessary to decide a rainfall threshold for landslide warning and to develop a landslide warning model. This study selected 12 study areas that contained landslides with exactly known triggering times and locations, and also rainfall data. The feasibility of applying a Rainfall Triggering Index (RTI) to Korea is analyzed, and three RTI models that consider different time units for rainfall intensity are compared. The analyses show that the 60-minute RTI model failed to predict landslides in three of the study areas, while both the 30- and 10minute RTI models gave successful predictions for all of the study areas. Each RTI model showed different mean response times to landslide warning: 4.04 hours in the 60-minute RTI model, 6.08 hours in the 30-minute RTI model, and 9.15 hours in the 10 minute RTI model. Longer response times to landslides were possible using models that considered rainfall intensity for shorter periods of time. Considering the large variations in rainfall intensity that may occur within short periods in Korea, it is possible to increase the accuracy of prediction, and thereby improve the early warning of landslides, using a RTI model that considers rainfall intensity for periods of less than 1 hour.
참고문헌 (Reference)
1 Kim, S. K., "landslides" AA Balkema 989-994, 1991
2 Fausto Guzzetti, "The rainfall intensity–duration control of shallow landslides and debris flows: an update" Springer Nature 5 (5): 3-17, 2008
3 Caine, N., "The rainfall intensity-duration control of shallow landslides and debris ows, Geografiska Annaler. Sereis A" 62 : 23-27, 1980
4 Terlien, M. W. J., "The determination of statistical and deterministic hydrological landslide-triggering thresholds" 35 (35): 124-130, 1998
5 Campbell, R. H., "Soil slips, debris flows, and rainstorms in the Santa Monica Mountains and Vicinity, Southern California" U.S. Geological survey 851-, 1975
6 Terzaghi, K., "Soil Mechanics in Engineering Practice" John Wiley and Sons, Inc. 549-, 1996
7 J. L. Zêzere, "Shallow and deep landslides induced by rainfall in the Lisbon region (Portugal): assessment of relationships with the North Atlantic Oscillation" Copernicus GmbH 5 (5): 331-344, 2005
8 Wang, Y. Y., "Research on the relationship between the erosion of debris flow and triggering rainfall" 5 (5): 34-38, 1999
9 Cui, P., "Relationships between occurrence debris flows and antecedent rainfall: taking Jiangjia Gully as an example" 1 (1): 11-15, 2003
10 Hitoshi Saito, "Relationship between the initiation of a shallow landslide and rainfall intensity—duration thresholds in Japan" Elsevier BV 118 (118): 167-175, 2010
1 Kim, S. K., "landslides" AA Balkema 989-994, 1991
2 Fausto Guzzetti, "The rainfall intensity–duration control of shallow landslides and debris flows: an update" Springer Nature 5 (5): 3-17, 2008
3 Caine, N., "The rainfall intensity-duration control of shallow landslides and debris ows, Geografiska Annaler. Sereis A" 62 : 23-27, 1980
4 Terlien, M. W. J., "The determination of statistical and deterministic hydrological landslide-triggering thresholds" 35 (35): 124-130, 1998
5 Campbell, R. H., "Soil slips, debris flows, and rainstorms in the Santa Monica Mountains and Vicinity, Southern California" U.S. Geological survey 851-, 1975
6 Terzaghi, K., "Soil Mechanics in Engineering Practice" John Wiley and Sons, Inc. 549-, 1996
7 J. L. Zêzere, "Shallow and deep landslides induced by rainfall in the Lisbon region (Portugal): assessment of relationships with the North Atlantic Oscillation" Copernicus GmbH 5 (5): 331-344, 2005
8 Wang, Y. Y., "Research on the relationship between the erosion of debris flow and triggering rainfall" 5 (5): 34-38, 1999
9 Cui, P., "Relationships between occurrence debris flows and antecedent rainfall: taking Jiangjia Gully as an example" 1 (1): 11-15, 2003
10 Hitoshi Saito, "Relationship between the initiation of a shallow landslide and rainfall intensity—duration thresholds in Japan" Elsevier BV 118 (118): 167-175, 2010
11 D. K. KEEFER, "Real-Time Landslide Warning During Heavy Rainfall" American Association for the Advancement of Science (AAAS) 238 (238): 921-925, 1987
12 F. Guzzetti, "Rainfall thresholds for the initiation of landslides in central and southern Europe" Springer Nature 98 (98): 239-267, 2007
13 Wilson, R. C., "Rainfall threshold for the initiation of debris flow at La Honda, California" 1 (1): 11-27, 1995
14 Cannon, S. H., "Rainfall conditions for abundant debris avalanches in San Francisco Bay Region California" 38 (38): 267-272, 1985
15 Pasuto, A., "Rainfall as a trigger of shallow mass movements: A case study in the Dolomites" 35 (35): 184-189, 1998
16 Chleborad, A. F., "Preliminary evaluation of a precipitation threshold for anticipating the occurrence of landslides in the Seattle" USGS 469-, 2000
17 Hong, W. -P., "Prediction of Rainfall- triggered Landslides in Korea" 6 (6): 159-167, 1990
18 Wu, J., "Observation and Research of Debris flow in Jiangjia Ravine of Yunnan Province" Science Press 1990
19 Crozier, M. J., "Landslides: causes, consequences and environment, Croom Helm, London" 7 (7): 107-108, 1986
20 Brand, E. W., "Landslides in Southeast Asia: A state-ofart report" 17-59, 1984
21 Wei, J., "Landslides at Bukit Batok sports complex" 445-448, 1991
22 Richard M. Iverson, "Landslide triggering by rain infiltration" Wiley-Blackwell 36 (36): 1897-1910, 2000
23 Tan, S. B., "Landslide problems and their control in Singapore" 1987
24 Bruce, J. P., "Introduction to Hydrometeorology" Pergamon Press 317-, 1966
25 Crozier, M. J., "Hi-tech Pinpoints Landslide Threat" The Dominion 3-, 1996
26 Wieczorek, G. F., "Effect of rainfall intensity and duration on debris flows in central Santa Cruz Mountains, California" 7 : 93-104, 1987
27 Rahardjo, H., "Effect of antecedent rainfall on pore-water pressure distribution characteristics in residual soil slopes under tropical rainfall" 22 (22): 506-523, 2008
28 Arezoo Rahimi, "Effect of Antecedent Rainfall Patterns on Rainfall-Induced Slope Failure" American Society of Civil Engineers (ASCE) 137 (137): 483-491, 2011
29 Crosta, G. B., "Distributed modeling of shallow landslides triggered by intense rainfall" 3 (3): 81-93, 2003
30 Guo, X. J., "Debris flow warning threshold based on antecedent rainfall: Case study in Jiangjia Ravine, Yunnan, China" 10 (10): 305-314, 2013
31 Wieczorek, G. F., "Debris flow hazards and related phenomena" Springer 325-362, 2005
32 Li, C. Z., "Contrast research on sediment yield relationship of minor watershed between prestrom and different sediment source conditions" 15 (15): 36-39, 2001
33 Jan, C. D., "Characteristics of rains triggering debris flows in the Watershed of Chenyoulen Stream" National Cheng Kung University 2003
34 Crozier, M. J., "Assessing the probability of rapid mass movement, In: New Zealand Institution of Engineers" 6 (6): 247-251, 1980
35 Zhang, L. P., "Artificial rain simulation the startup of formative regional loosening soil body and erosion experiment" 17 (17): 45-53, 1999
36 Glade, T., "Applying probability determination to refine landslide-triggering rainfall thresholds using an empirical “Antecedent Daily Rainfall Model”" 157 (157): 1059-1079, 2000
37 Hasnawir, Kubota, T., "Analysis of critical value of rainfall to induce landslides and debris-ow in Mt. Bawakaraeng Caldera, south Sulawesi, Indonesia" 53 (53): 523-527, 2008
38 Pitts, J., "An investigation of slope stability on the NTI campus, Singapore" Nanyang Technological Institute 1984
39 Tuhua Ma, "An effective antecedent precipitation model derived from the power-law relationship between landslide occurrence and rainfall level" Elsevier BV 216 : 187-192, 2014
40 Lin, Q. Y., "An analysis of rainfall characteristics for debris flow events in Taiwan" 22 (22): 21-37, 1991
41 Aleotti, P., "A warning system of rainfall-induced shallow failure" 73 (73): 247-265, 2004
42 Shieh, C. L., "A study on the critical line of debris flow occurrence" National Cheng Kung University 1995
43 Jan, C. D., "A rainfall-based debris flow warning model and its application in Taiwan" 111-119, 2004
44 Jan, C. D., "A rainfall-based debris flow warning analysis and its application" National Cheng Kung University 2006
45 Chae, B. -G., "A method for predicting the factor of safety on an infinite slope based on the depth ratio of the wetting front induced by rainfall infiltration" 15 : 1835-1849, 2015
Estimations of Regional Stress Based on Measured Local Stress
고분해능 시추공 변형률계 활용을 통한 지진 연구 가능성
터널 굴진면 수평변위를 이용한 굴진면 전방의 단층대 예측
급경사지 붕괴위험 판단을 위한 강우기반의 한계영역 설정 기법 연구
학술지 이력
연월일 | 이력구분 | 이력상세 | 등재구분 |
---|---|---|---|
2027 | 평가예정 | 재인증평가 신청대상 (재인증) | |
2021-01-01 | 평가 | 등재학술지 유지 (재인증) | |
2018-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2015-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2014-01-13 | 학회명변경 | 영문명 : Korean Society Of Engineering Geology -> The Korean Society of Engineering Geology | |
2014-01-10 | 학술지명변경 | 외국어명 : 미등록 -> The journal of Engineering Geology | |
2011-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2009-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2007-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2004-01-01 | 평가 | 등재학술지 선정 (등재후보2차) | |
2003-01-01 | 평가 | 등재후보 1차 PASS (등재후보1차) | |
2001-07-01 | 평가 | 등재후보학술지 선정 (신규평가) |
학술지 인용정보
기준연도 | WOS-KCI 통합IF(2년) | KCIF(2년) | KCIF(3년) |
---|---|---|---|
2016 | 0.49 | 0.49 | 0.51 |
KCIF(4년) | KCIF(5년) | 중심성지수(3년) | 즉시성지수 |
0.54 | 0.51 | 0.839 | 0.13 |