수치해석에 의한 강우강도와 사면 안정성의 상관성 분석

이민석 ( Min Seok Lee ),김교원 ( Gyo Won Kim ) 대한지질공학회 2009 지질공학 Vol.19 No.1

본 연구는 수치해석을 이용하여 강우강도와 사면 안정성의 상관성을 파악하기 위하여 수행되었다. 지난 36년간의 기상청자료를 조사하여 10분, 1시간, 일 최다강수량이 각각 28 mm, 70 mm, 271 mm 로 집계되었다. 그때 침투류 해석은 프로그램 SEEP/W을 이용하여 사면의 지하수위를 획득하기 위해 수행되었고, 안정성 분석은 프로그램 SLOPE/W을 이용하여 시간 단계별로 수행되었다. 10분 강수량 28 mm일 경우 2시간, 1시간 강수량 70 mm일 경우 7시간, 1일 강수량 271 mm일 경우 72시간에 사면내의 지하수위가 포화상태에 도달하였다. 10분 강우강도가 28 mm일 경우, 누적강우량 196 mm 일 때, 안전율이 1.0 이하가 되었으며, 10분 강우강도가 13 mm, 1.9 mm 일 경우에는 누적강우량이 각각 468 mm, 820 mm 일 때, 안전율이 1.0 이하가 되었다. 이 결과는 누적강우량보다는 강우강도가 사면안정성에 더 큰 영향을 미치고 있다는 것을 시사한다. This study was conducted to characterize the relationship of rainfall intensity and slope stability by using numerical analysis. The maximum precipitation rate for 10 minutes, 1 hour and 1 day was determined as 28 mm, 70 mm and 271 mm, respectively, by investigating 36 years of KMA data. Then slope infiltration analysis was performed to obtain the ground water level in the slope by using computer programming SEEP/W, and slope stability analysis was done for each time step by using program SLOPE/W. The factor of safety was minimized when the slope was saturated under each rainfall intensity; the time required for saturation was 2 hours with 10 minutes rainfall intensity of 28 mm, 7 hours with 1 hour rainfall intensity of 70 mm and 3 days with 1 day rainfall intensity of 271 mm. When accumulated rainfall was 196 mm for the 10 minutes rainfall intensity of 28 mm with duration of 2 hours, the factor of safety was decreased to 1.0, while accumulated rainfall of 468 mm and 820 mm for the 1 hour and 1 day rainfall intensity, respectively, was required to reach the factor of safety, 1.0. Since the normalized rainfall intensity was 13 mm and 1.9 mm for 1 hour and 1 day maximum rainfall, respectively, those results showed that the rainfall intensity could have a more effect on the slope stability than the accumulated rainfall.

하수관거 통수능 해석을 위한 Huff 모형과 ABM 법의 적용성 분석

현인환,김두일,전승희 대한상하수도학회 2022 상하수도학회지 Vol.36 No.4

The sewer capacity design have been based on the Huff model or the rational equation in South Korea and often failed to determine optimal capacity, resulting in frequent urban flooding or over-sizing. A time distribution of rainfall (i.e., Huff or ABM method) could be used instead of a rainfall hyetograph obtained from statistical analysis of previous rainfalls. In this study, the Huff method and the ABM method, which predict the time distribution of rain intensity, which are widely used to calculate sewage pipe drainage capacity using the SWMM, were compared with the standard rainfall intensity hyetograph of Seoul. If the rainfall duration was 30 minutes to 180 minutes, the rainfall intensity value calculated by the Huff model tended to be less than the rainfall intensity value of the standard rainfall intensity in the initial 5-10 minutes. As a result, more than 10% to 30% of under-design would be made. In addition, the rainfall intensity value calculated by the Huff model from the section excluding the initial 5-10 minutes of rainfall to the rainfall duration was calculated larger than the value using the standard rainfall intensity equation, which would result in an over-design of 10% to 30%. In the case of a relatively long rainfall duration of 360 minutes (6 hours) to 1,440 minutes (24 hours), it showed an lower rainfall intensity of 60 to 90% in the early stages of rainfall, but the problem of under-design had been solved as the rainfall duration time had elapsed. On the other hand, in the alternating block method (ABM) method, it was found that the rainfall intensity at the entire period at each assumed rainfall duration accurately matched the standard rainfall intensity hyetograph of Seoul.

지역특성을 고려한 강우 앙상블 멤버 생성 기법 제안

강민석(Kang, Minseok),나우영(Na, Wooyoung),유철상(Yoo, Chulsang) 한국방재학회 2019 한국방재학회논문집 Vol.19 No.7

본 연구에서는 지역적인 특성을 고려하여 강우 앙상블 멤버를 생성하는 기법을 제안하였다. 지역특성으로는 강우의 이동방향과 강우강도의 공간적 분포를 고려하였다. 본 연구에서는 적용 사례로 지상우량계의 분포밀도가 조밀한 서울특별시에 대해 모의 격자망을 구축하고, 앙상블 기법을 적용하였다. 격자별 특성방향과 강우강도 가중치는 최근 10년 동안 발생한 주요 호우사상의 관측자료를 토대로 결정하였다. 앙상블 멤버는 특성방향의 통계치로부터 유도된 베타분포를 기반으로 생성하였다. 강우의 이동모의를 100회 수행하면 총 100개의 앙상블 멤버가 생성되고, 이 앙상블 멤버들을 단순평균한 결과가 앙상블 평균이 된다. 생성된 앙상블 멤버와 강우 앙상블 평균에 대한 평가는 강우강도 가중치를 기준으로 수행되었다. 여러 형태의 가상의 강우장을 입력하여 생성한 앙상블 멤버는 강우강도 가중치의 공간적 분포와 상당히 유사함을 확인하였다. 또한, 강우 앙상블 평균은 강우 앙상블 멤버들의 평균적인 특성을 가지는 것으로 나타났다. 이러한 결과는 2018년에 발생한 실제 호우사상을 입력한 경우에서도 확인할 수 있었다. This paper proposes a method for generating rainfall ensemble members by considering regional characteristics. The movement directions of storms (characteristic direction) and spatial distribution of rainfall intensity (rainfall-intensity weight) are considered as the regional characteristics. As a case study, grids for the ensemble simulation are set in Seoul, Korea, where the rain-gauge density is quite high. The characteristic direction and rainfall-intensity weight of each grid are determined based on observations of major storm events that occurred in Seoul during the last 10 years. The rainfall ensemble members are generated by considering the characteristic directions quantified using the beta distribution. A total of 100 rainfall ensemble members are generated by repeating the simulation of the storm movement. The result from the simple average of these ensemble members is considered as the ensemble mean. The rainfall ensemble members and ensemble mean are evaluated based on the rainfall-intensity weights. The rainfall ensemble members generated using various types of rainfall fields are found to be very similar to the spatial distribution of the rainfall-intensity weights. The ensemble mean is also found to exhibit average characteristics of the rainfall ensemble members. The same results are also derived from the simulation of the storm event that occurred in 2018.

춘천시에서 발생한 산사태 유발강우의 특성 분석

김상욱,백경오 한국안전학회 2022 한국안전학회지 Vol.37 No.6

Every year, particularly during the monsoon rainy season, landslides at the Chuncheon province of South Korea cause tremendous damage to lives, properties, and infrastructures. More so, the high rainfall intensity and long rainfall days that occurred in 2020 have increased the water content in the soil, thereby increasing the chances of landslide occurrences. Besides this, the rainfall thresholds and characteristics responsible for the initiation of landslides in this region have not been properly identified. Therefore, this paper addresses the rainfall thresholds responsible for the initiation of landslides at Chuncheon from a regional perspective. Using data obtained from rainfall measurements taken from 2002 to 2011, we identify a threshold relationship between rainfall intensity and rainfall duration for the initiation of landslides. In addition, we identify the relationship between the rainfall intensity using a 3-day, 7-day, and 10-day antecedent rainfall observation. Specifically, we estimate the rainfall data at 8 sites where debris flow occurred in 2011 by kriging. Following this, the estimated data are used to construct the relationship between the intensity (I), duration (D), and frequency (F) of rainfall. The results of the intensity-durationfrequency (IDF) analysis show that landslides will occur under a rainfall frequency below a 2-year return period at two areas in Chuncheon. These results will be effectively used to design structures that can prevent the occurrence of landslides in the future. -

강우입자분포를 고려한 시강우의 강우에너지 산정 연구

김성원(Seongwon Kim),정안철(Anchul Jeong),이기하(Giha Lee),정관수(Kwansue Jung) 한국지반환경공학회 2018 한국지반환경공학회논문집 Vol.19 No.12

우리나라에서 발생하는 대부분의 토양침식은 물에 의한 토양침식이며 강우와 밀접한 관계를 가진다. 강우로부터 발생하는 토양침식은 토지자원의 손실을 발생시키고 이후 하천에 유입되고 퇴적되어 하천수자원의 관리 및 이용에 많은 어려움을 주고 있다. 최근 기후변화의 영향으로 우리나라에서는 30mm/hr 이상의 집중호우의 발생횟수가 증가하고 있어 단기간에 토양침식이 발생할 가능성이 높아지고 있다. 본 연구에서는 강우의 물리적인 특성을 고려하기 위하여 누적분포함수를 이용하여 강우강도별 강우입자의 분포를 추정하고 단일 호우사상이 가지는 강우에너지를 계산하는 방법을 제안하고자 하였다. 강우에너지 산정공식을 개발하기 위하여 강우강도 0.254~152.4mm/hr에서 측정된 강우입자 자료를 이용하였다. 누적분포함수를 적용하여 산정된 강우에너지는 강우강도의 관계에서 멱함수형태로 증가하는 경향으로 나타났으며, 이 관계로 얻어진 식을 바탕으로 1~80mm/hr 강우강도의 강우 운동에너지를 산정한 결과 0.03~48.26Jm<SUP>-2</SUP>mm<SUP>-1</SUP>로 나타났다. 강우강도와 강우에너지의 관계를 바탕으로 강우에너지 식을 멱함수로 제시하였다. 본 연구에서 제안된 공식은 한시적으로 설치하는 침사지와 같은 시설물의 규모를 결정하는 계획의 토양침식량을 예측에 활용될 수 있을 것으로 판단된다. The occurrence of soil erosions in Korea is mostly driven by flowing water which has a close relationship with rainfalls. The soil eroded by rainfalls flows into and deposits in the river and it polluted the water resources and making the rivers become difficult to be managed. Recently, the frequency of heavy rainfall events that are more than 30 mm/hr has been increasing in Korea due to the influence of climate change, which creating a favourable condition for the occurrence of soil erosion within a short time. In this study, we proposed a method to estimate the distribution of rainfall intensity and to calculate the energy produced by a single rainfall event using the cumulative distribution function that take into account of the physical characteristics of rainfall. The raindrops kinetic energy estimated by the proposed method are compared with the measured data from the previous studies and it is noticed that the raindrops kinetic energy estimated by the rainfall intensity variation is very similar to the results concluded from the previous studies. In order to develop an equation for estimating rainfall kinetic energy, rainfall particle size data measured at a rainfall intensity of 0.254~152.4 mm/hr were used. The rainfall kinetic energy estimated by applying the cumulative distribution function tended to increase in the form of a power function in the relation of rainfall intensity. Based on the equation obtained from this relationship, the rainfall kinetic energy of 1~80 mm/hr rainfall intensity was estimated to be 0.03~48.26 Jm<SUP>-2</SUP>mm<SUP>-1</SUP>. Based on the relationship between rainfall intensity and rainfall energy, rainfall kinetic energy equation is proposed as a power function form and it is expected that it can be used in the design of short-term operated facility such as the sizing of sedimentation basin that requires prediction of soil loss by a single rainfall event.

강원도 춘천 지역의 산사태 발생 강우 임계치 분석

이원영(Won Young, Lee),성효현(Hyo Hyun, Sung) 대한지리학회 2018 대한지리학회지 Vol.53 No.5

본 연구의 목적은 강원도 춘천 지역에서 산사태를 일으키는 강우강도와 지속시간의 임계치와 누적강우량과 지속시간의 임계치를 구하고, 그에 대한 검증을 통해 최적 임계치를 구하는 것이다. 이를 위해 강우 이벤트의 정의를 주관적 정의, 24시간 무강수 기간 기준의 총 누적강우량을 반영한 강우 이벤트 정의, 24시간 무강수 기간 기준의 시간최대강우량 발생시점까지의 누적강우량을 반영한 강우 이벤트 정의의 3가지로 나누고, 분위회귀분석 방법으로 춘천 지역의 산사태 발생에 대한 2퍼센타일과 10퍼센타일의 임계치 식을 구하였다. 임계치에 대한 검증을 위해 Contingency Table과 Skill Score 값을 분석한 결과, 24시간 무강수 기간의 총 누적강우량에 대한 누적강우량과 지속시간의 2퍼센타일 임계치(E=73.915D<SUP>0.2046</SUP>, 22≤D≤231)가 최적의 임계치로 도출되었다. 그 다음으로 동일한 강우 이벤트 정의에서 구한 강우강도와 지속시간의 2퍼센타일 임계치(I=75.423D<SUP>-0.798</SUP>, 22≤D ≤231)가 2번째로 최적인 임계치로 도출되었다. 따라서 로컬 스케일의 강우 임계치 연구에서 누적강우량과 지속시간의 임계치가 강우강도와 지속시간의 임계치보다 산사태의 발생 가능성에 대한 예측 정확성을 높이고, 산사태 오경보 가능성을 최소화할 수 있는 최적의 판별 조건임을 알 수 있었다. 이는 산사태 발생여부 및 산사태 발생지점수와 강우요소와의 상관분석 결과에서 누적강우량과의 상관계수가 가장 높고, 강우강도와의 상관계수가 가장 낮은 것에서도 누적강우량의 중요성을 보여준다. 또한 산사태 발생유무는 강우지속시간보다 시간최대강우량과의 상관성이 더 높았고, 산사태 발생지점수는 시간최대강우량보다 강우지속시간과의 상관성이 높았다. 춘천지역의 강우 임계치를 대한민국 전역의 임계치와 비교하면 전반적으로 보다 긴 강우지속시간, 더 많은 누적강우량에서 산사태가 발생하기 시작하였다. The objective of this study is to determine intensity-duration thresholds and cumulative rainfall-duration thresholds for triggering landslides in Chuncheon, Korea, and to find the optimal threshold value through verification. For the purpose, we defined the definition of rainfall event as the subjective definition, total cumulative rainfall event after over 24-hour non-rainfall period, and cumulative rainfall until the hourly maximum rainfall after over 24-hour non-rainfall period. And 2 percentile and 10 percentile rainfall thresholds in chuncheon region were established, using quantile regression analysis. As a result of the analysis of the Contingency Table and the Skill Score value for the validation of the threshold value, cumulative rainfall-duration thresholds that reflect total cumulative event rainfall after over 24-hour non-rainfall period (E=73.915D<SUP>0.2046</SUP>, 22≤D≤231) was derived as the most optimal threshold value. Next, the rainfall intensity-duration threshold (I=75.423D<SUP>-0.798</SUP>, 22≤D≤231) obtained from the same rainfall event definition was derived as the second most optimal threshold. Therefore, in the study of the rainfall threshold of the local scale, the cumulative rainfall-duration threshold is the optimum discrimination condition which can increase the prediction accuracy of the possibility of landslide occurrence and minimize the possibility of the landslide false alarm than the rainfall intensity-duration threshold. This shows that cumulative rainfall is the most important factor in the result of correlation analysis between the occurrence of landslides or number of landslides and rainfall factors, and the correlation coefficient of rainfall intensity is the lowest. In addition, the occurrence of landslides was more correlated with the hourly maximum rainfall than rainfall duration, and the number of landslides was more correlated with rainfall duration than the hourly maximum rainfall. Landslides in Chuncheon began to occur in longer rainfall durations and more cumulative rainfall in comparison with the threshold values throughout Korea.

공주지역의 강우강도-지속기간-빈도곡선 개발

정상만,박석재,유찬종,Jeong,Sang-Man,Park,Seok-Chae,Yoo,Chan-Jong 한국방재학회 2002 한국방재학회논문집 Vol.2 No.2

본 연구는 공주지역의 한국확률강우량도를 이용하여 확률강우량을 산정한 후 강우강도-지속기간-빈도곡선식을 개발하는데 목적이 있다. 공주지역의 재현기간별 확률강우강도식의 산정결과 강우강도식은 장 단기간으로 구분하는 것이 타당하였고, 강우강도식의 신뢰성을 설명하는 장기간의 결정계수(<TEX>$R^2$</TEX>)는 <TEX>$0.9924{\sim}0.9971$</TEX>로써 매우 높게 나타나고 있기 때문에 본 연구에서 제시한 재현기간별 확률강우강도식이 상당히 의미 있는 것으로 사려된다. 공주지역의 확률강우강도식은 최소자승법을 사용하여 Talbot형, Sherman형, Japanese형, 일반형의 4가지로 분석한 결과 본 연구에서 적용한 Sherman형이 가장 적합한 것으로 나타났다. 따라서 공주지역의 수공구조물 설계시 본 연구에서 산정된 재현기간별 확률강우강도식을 이용함으로써 보다 정도가 높은 설계를 할 수 있으리라 판단된다. This paper is to derive the Intensity-Duration-Frequency Curve at Kong-Ju area after estimating probable rainfall depths using Rainfall Frequency Atlas of Korea. It has been suggested that the probable rainfall intensity formulas should be classified by short and long term basis in this area. The coefficients of determination of the probable rainfall intensity formulas are calculated as high as 0.9924 through 0.9971. Four types of rainfall intensity formulas such as Talbot type, Sherman type, Japanese type, General type are considered to determine the best type for the Kong-Ju area. Sherman type applied in this study can be determined as the representative probable rainfall intensity formula in the area. Therefore the rainfall intensity formulas for the selected return period in this study provide valuable insight into the estimation of the rainfall intensity. The developed Intensity-Duration-Frequency Curve can be used to provide a better hydraulic design at Kong-Ju area.

임도개설(林道開設)에 따른 부유토사량(浮遊土砂量) 변화(變化)(I) -대조유역법(對照流域法)을 중심(中心)으로-

김경진,전근우,Kim, Kyoung-Jin,Chun, Kun-Woo 강원대학교 산림과학연구소 1994 Journal of Forest Science Vol.10 No.-

본(本) 연구(硏究)는 강원대학교(江原大學校) 임과대학(林科大學) 부속연습림(附屬演習林)의 임도개설유역(林道開設流域)을 중심으로 우기(雨期)의 계류수(溪流水)에 함유되어 있는 부유토사량(浮遊土砂量)을 측정하므로써 임도개설(林道開設)에 따른 토사유출(土砂流出) 변화(變化)를 파악하고자 진행하였다. 이를 위해 임도개설유역(林道開設流域)의 강우량(降雨量)과 유출량(流出量), 유출량(流出量)과 부유토사량(浮遊土砂量)의 관계를 규명하였으며, 아울러 임도개설유역(林道開設流域)과 미개설유역(未開設流域)의 강우량(降雨量)에 따른 부유토사량(浮遊土砂量)의 변화에 대하여 비교, 분석하였다. 1. 임도개설유역(林道開設流域)에 있어서 우기(雨期)의 강우량(降雨量)과 유출량(流出量)의 관계는 Table 3 및 Fig. 3와 같이 수문곡선(水文曲線)의 Peakpoint는 강우강도(降雨强度) 및 전강우량(前降雨量) 등에 따라 형성시간(形成時間)과 높이가 상이하였다. 즉 6월(月)12일(日)의 강우(降雨)(a)(20mm이상이 4시간 지속)에서는 3시간 경과 후에 $1514m^3/hour$, 8월(月) 8일(日)의 강우(降雨)(b)(최대(最大) 시우량(時雨量) 40mm)경우는 동일(同一) 시간대(時間帶)에서 $1246m^3/hour$, 그리고 8월(月) 20일(日)의 강우(降雨)(c)(최대(最大) 시우량(時雨量) 17.2mm)의 경우는 2시간 경과 후에 $1245m^3/hour$의 Peak point가 형성되었다. 2. 임도개설유역(林道開設流域)에서 유출량(流出量)과 부유토사량(浮遊土砂量)의 관계는 유출량(流出量)에 비례하여 부유토사량(浮遊土砂量)도 증가하였다(Table 4 및 Fig. 4). 즉 강우(降雨)(a)는 최대유출량(最大流出量)이 $1514m^3/hour$일 때 부유토사량(浮遊土砂量) 1261mg/l가 1시간 후에 나타났고, 강우(降雨)(b) 및 (c)는 각각 최대유출량(最大流出量) $1246m^3/hour$과 $1245m^3/hour$일 때 최대부유토사량(最大浮遊土砂量) 4952mg/l와 472mg/l가 동일시간대(同一時間帶)에서 나타났다. 3. 강우중(降雨中)의 부유토사량(浮遊土砂量)의 농도(濃度)는 강우강도(降雨强度)에 강하게 영향받고 있으며, 특히 강우강도(降雨强度)가 강할수록 곡선회귀(曲線回歸)의 형태(形態)로 증가하였다. 임도개설유역(林道開設流域)에서의 부유토사농도(浮遊土砂濃度)의 Peak point는 강우(降雨)(a)의 경우 1261mg/l와 125mg/l, 강우(降雨)(b)는 4952mg/l와 44mg/l, 그리고 강우(降雨)(c)는 472mg/l와 4mg/l로서 유역간(流域間)에 현격한 차이가 나타났다. This study was carried out to clarify the sediment export by measuring suspended solids included in streamflow during the rainy season. The study area is located in Experimental Forests, Kangwon National University, where the forest road is under construction. For this purpose, the forest watershed with construction of forest road was compared with normal forest watershed in amount of rainfall and discharge, suspended solids and discharge, and the amount of rainfall and suspended solids. The results were shown as followings. 1. The relationship of discharge and the amount of rainfall was shown as Table 3 and Fig. 3. The delay time of peak point observed in hydrograph was changed by rainfall intensity and amount of previous rainfall. That is, when there was a rain on 12. Jun(more than 20mm/hour for hours), the peak point began three hours after the rainfall intensity over 20mm/hour, and showed $1514m^3/hour$ in automatic water level recorder. In case of the 8th of Aug.(maximum rainfall intensity: 40mm/hour), the peak point of discharge was $1246m^3/hour$ in the same time with maximum rainfall intensity. And on the 20th of Aug.(the maximum rainfall intensity: 17.2mm/hour), the peak point of discharge was $1245m^3/hour$ two hours after the maximum rainfall intensity. 2. On watershed under forest road construction, the relationship between discharge and suspended solids is that suspended solids was proportionately increased by raising discharge. That is, on the 12th of Jun, the maximum of discharge per hour was $1514m^3/hour$ and 1261mg/l of suspended solids was observed an hour after peak point of discharge. And in case of 8th and 20th Aug., each of peak points is $1246m^3/hour$ and $1245m^3/hour$ by measuring time. The maximums of suspended solids measured within two watersheds were examined in value of 4952mg/l and 472mg/l at the same time. 3. During the rainy season, the concentration of suspended solids was influenced by rainfall intensity and indicated especially curve-regressional increase in case of strong rainfall intensity. In each of watersheds, the maximums of suspended solids were 1261mg/l and 125mg/l, 4952mg/l and 44mg/l, and 472mg/l and 4mg/l by the order of rain(a), (b), and (c). Two watersheds showed a remarkable difference.

강우량과 강우강도가 사질토 밭의 유출에 미치는 영향

최용훈 ( Choi Yong Hun ),신민환 ( Shin Min Hwan ),김기철 ( Kim Ki Choel ),서지연 ( Seo Ji Yeon ),임경재 ( Lim Kyoung Jae ),최중대 ( Choi Jung Dae ) 한국농공학회 2008 한국농공학회 학술대회초록집 Vol.2008 No.-

Non-Point Source(NPS) type and quantity discharged are changed according to rainfall, rainfall intensity, duration, landuse, antecedent dry day. The research have made the flat plot and the sloping plot and executed a monitoring. The study have analyzed affect of the daily rainfall and rainfall intensity on runoff from sandy upland. The runoff did not occur from the rainfall of 30mm and above(March 22nd ~ 24th, May 18th, May 28th and June 28th ~ 29th). Because of weak rainfall intensity and long duration the runoff did not occur. The runoff occurred from 19mm rainfall of June 12th and 40mm rainfall of July 30th. Because of strong rainfall intensity and short duration the runoff did occur. Also accumulated rainfall is little, but runoff occurred because of concentration of rainfall. The result of research is the point that the different runoff occurs because of the rainfall intensity, when the same accumulated rainfall. Consequently, it was judged that rainfall intensity is the biggest effect to runoff of the sandy upland.

자율주행 라이다를 활용한 도로교통시설물 재료 특성에 따른 성능평가

최재륜,조현우,신홍철,정윤석 한국도로학회 2022 한국도로학회논문집 Vol.24 No.6

PURPOSES : The purpose of this study was to quantitatively evaluate the variability of LiDAR performance indicators, such as intensity and Number of Point Cloud(NPC), according to various environmental factors and material characteristics. METHODS : To consider the material characteristics of road safety facilities, various materials (Reference Material(RM), reflective sheet, matte sheet, granite, plastic, and rubber) were used in a darkroom, and the performance indicators of LiDAR were repeatedly measured in terms of changes in the measurement distance, rainfall, and angle of observation. RESULTS : In the case of standard reflective materials, the intensity measurement value decreased as the measurement distance and rainfall increased. The NPC showed a tendency to decrease as the measurement distance increased, regardless of rainfall intensity. For materials with high-intensity values, it was found that rainfall intensity and color had negligible effect on the change in intensity compared with the measurement distance. However, for materials with low-intensity values, it was found that the measurement distance, rainfall intensity, and color all had a significant effect on the change in intensity. CONCLUSIONS : For materials with high-intensity values, it was found that rainfall and color had negligible effect on change in intensity compared with the measurement distance. However, for materials with low-intensity values, the measurement distance, rainfall, and color all had a significant effect on the change in intensity value.