• 한국수자원학회논문집
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• 제36권3호
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• pp.465-480
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• 2003

본 연구에서는 도로의 측구 부분을 수리모형으로 제작하여 빗물받이의 차집능력을 검토하였다. 측구의 유량은 도로의 차선(2-4차선) 및 빗물받이 간격(10-30m)을 고려하여 4-15l/sec의 유량을 사용하였고, 도로의 종방향 경사는 0, 2, 5, 7%를 선택하였으며, 측구의 횡경사는 4, 7, 10%를 사용하였다. 유입부의 규모는 $30\times40cm,\;40\times50cm,\;40\times100cm,\;40\times150cm$의 4종류를 사용하였으며, 총 실험 횟수는 240회이다. 측구의 횡경사가 클수록 전체적인 빗물받이의 차집유량은 증가하였다. 차집효율은 흐름폭과 유량이 작을 수록 증가하였고, 종방향 경사가 급할 수록 감소함을 알 수 있었다. 실험의 결과로부터 유입부 규모에 따른 차집유량을 계산할 수 있는 경험식을 제시하였다. 도로의 차선별, 종경사별, 측구의 횡경사별, 유입부 규모별로 적정 빗물받이 간격을 제시할 수 있어서 도로의 빗물받이 설계에 기초자료를 제공하였다.

• 대한간호학회지
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• 제48권1호
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• pp.109-121
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• 2018

Purpose: This study was conducted to examine the longitudinal effects of parenting stress and parental control attitudes on problem behaviors in preschool children, using a latent growth model. Methods: Participants were 1,724 pairs of parents and 1,724 preschool children who had completed the panel survey on Korean children ($5^{th}{\sim}7^{th}$ survey panels). Results: An analysis of the multivariate latent growth model of parenting stress, parental control attitudes, and children's problem behaviors suggested that the parents' intercepts for parenting stress influenced their intercepts for parental control attitudes (father: ${\beta}=.21$, p<.001; mother: ${\beta}=.55$, p<.001). In addition, the slopes for fathers' parenting stress was the only aspect that affected the slopes for mothers' parental control attitudes (${\beta}=.77$, p<.001). Moreover, both the intercepts and slopes of parenting stress and parental control attitudes significantly affected the children's problem behaviors. Conclusion: This study is significant as it provides longitudinal evidence of the impact of parenting stress and parental control attitudes on children's problem behaviors. The findings suggest that accurately assessing changes in parenting stress and parental control attitudes and developing intervention programs to reduce them will be effective in reducing problem behaviors in children.

• 한국산림과학회지
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• 제89권3호
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• pp.397-404
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• 2000

임도 옆도랑침식에 영향을 미치는 요인의 평가 및 안정도 판별을 위하여 광릉시험림의 임도를 대상으로 조사를 실시한 결과 침식에 미치는 기여순위는 종단물매, 시설위치, 절토사면경사, 절토사면구성물질, 유하거리, 노면형태, 노면재료, 절토사면피복도, 절토사면길이 순으로 나타났다. 임도 옆도랑침식을 유발하는 요인을 평가하면, 종단물매는 8% 이상, 임도시설위치는 산록(山麓)과 중복(中腹), 절토사면경사는 $50^{\circ}$ 이상, 절토사면토성은 견질토사, 자갈섞인 토사, 호박돌섞인 토사, 유하거리는 80m 이상의 지역에서, 그리고 노면재료는 토사도(土砂道)와 자갈부설도에서, 노면형태의 경우에는 철(凸)형과 직선형, 절토사면 피복도(被覆度)는 피복도가 중(中)이상인 곳에서 임도 옆도랑침식이 발생할 가능성이 높은 것으로 예측(豫測)되었다.

• 한국항공운항학회지
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• 제20권2호
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• pp.39-46
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• 2012

Mountain Aerodromes are aerodromes with special characteristics, provided in mountains for the needs of air transport operations. Mountain Aerodromes are approved for restricted use and are reserved for pilots and aircrafts special requirement. In this study, we surveyed the operating system and the characteristics of the Mountain Aerodromes in the ski stations of the French Alps mountainous region. We introduced the necessity and the relevant regulations for Mountain Aerodromes in Korea.

• 대한임베디드공학회논문지
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• 제16권6호
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• pp.285-292
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• 2021

Autonomous vehicles are divided into an upper controller that calculates control value through cognitive judgment and a lower controller that appropriately transmits its control value to an actuator. Here, the longitudinal control in a lower controller has a problem as the road slopes due to the property of the Acceleration sensor to output the acceleration as the slope of the device. Therefore, in this paper, a sigmoid function is proposed to determine the slope to compensate for this problem. Through the experiment, Checked performance by comparing the existing table model with the proposed model.

• 한국ITS학회 논문지
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• 제22권6호
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• pp.102-113
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• 2023

E-scooter의 사용이 증가함에 따라 관련 사고가 증가하는 실정에서 E-scooter의 주행 위험성에 관한 연구가 미비하다. 그러나 기존의 이론적 분석방법은 주로 차량 중심의 방법론으로 E-scooter의 위험성 연구를 위해서는 E-scooter의 경량 및 소형 특성 등을 반영하는 방법론 연구가 필요하다. 이에 본 연구는 E-scooter의 특성을 반영하여 경사로 주행시 운전자가 느끼는 위험속도 및 안정속도를 분석하기 위해 실도로 기반으로 분석하였다. 경사도별 위험속도는 평균 21km/h로 분석되었으며, 경사도가 급격해질수록 초기 위험속도가 감소하였다. 안정속도는 상대적으로 위험성이 낮은 경사도 1~2%를 제외하고 평균적으로 17km/h로 분석되었다. 이러한 연구 결과는 국내에서 추진 중인 개인형 이동장치의 최고속도 하향 제도의 학술적 근거로 기여할 수 있을 것으로 기대된다.

• 한국수학교육학회지시리즈A:수학교육
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• 제58권1호
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• pp.21-39
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• 2019

This study examines the longitudinal effect of goal perception, mathematics class factors(perceptions about mathematics teachers (PMT), mathematics classroom attitude), and mathematics academic achievement. This study consists of three research models. First, we examined the longitudinal change of goal perception, perceptions about mathematics teachers (PMT), mathematics classroom attitude, and mathematics academic achievement using latent growth curve modeling. Secondly, the slope of PMT is a critical mediator between the slope of goal perception and the slope of mathematics academic achievement. Finally, the slope of mathematics classroom attitude is a critical mediator between the slope of goal perception and the slope of mathematics academic achievement. Data were extracted from Seoul Education Longitudinal Study from 2010 to 2012 (in three waves), and the analysis used by middle school students, measured by 4163 students of the three-wave surveys. Latent growth modeling was applied to verify the research problems. The results of the research are as follows. First, the slope of goal perception had positive and significant effects on the slope of PMT and mathematics classroom attitude, respectively. Second, the slope of PMT and mathematics classroom attitude had positively significant effects on the slope of mathematics academic achievement. Finally, it was confirmed that the slopes of PMT and mathematics classroom attitude are critical mediators between the slope of goal perception and the slope of mathematics academic achievement.

• 한국조경학회지
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• 제25권4호
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• pp.39-50
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• 1998

The object of this study was to examine and analyze the environmental deterioration of three major trails and around peak area of Moaksan Provincial park in 1996. Trails are mostly made up at ridgeline and the slope of them is gentle. Mean trail width is 3.6m, and total length of branch trails is 982m in survey area. The environmental deterioration is derived from trail extension. Maximum eroded depth and cross-section area loss are 89cm and 14,050cm2 respectively, and gully erosion type appears at many sites. The environmental deterioration of trails is very heavy at the sections from Khui to Moaksan peak and from Moakchong to ascent part around the peak. The entire width, branch trail, maximum depth, cross-sectional area loss and surface roughness, as the indexes of trail conditions, are significantly greater at the more heavily used trails. Amount of erosion is influenced by eroded depth, longitudinal slope, runoff influence and entire width in descending order as well as the amount of use. Safety and protection facilities on the trail such as stone and soil stairs, rope handrail, stone channel and soil ditch work are built, but they are very deficient. Bared lands about 4,900m2 and fill slopes are caused and formed by recreation activities and constructions around peak area. It is required to carry the recess system and to conserve and rehabilitate the destroyed trail sites and bare fill slopes as soon as possible, before the environmental deterioration becomes critical because of increased used amount in consequence of construction of recreation parks.

• 대한토목학회논문집
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• 제26권2B호
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• pp.179-186
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• 2006

빗물받이가 자갈, 토사 및 기타 유송잡물에 의하여 막히게 되면, 유입구의 순 면적이 감소하게 되므로 설치된 빗물받이는 제 기능을 다하지 못하여 도로의 침수피해를 가중시키는 요인이 된다. 그러므로 빗물받이의 합리적인 설계와 관리를 위하여 빗물받이의 막힘 현상을 분석할 필요가 있다. 본 연구에서는 8가지의 막힘 조건을 가진 $40{\times}50cm$ 규모의 빗물받이를 설치하여 도로의 종경사, 측구의 횡경사 및 막힘 정도를 변화시키면서 총 81회의 실험을 실시하였다. 실측자료를 분석한 결과 빗물받이 유입구가 연석방향으로 막힌 경우가 흐름방향으로 막힌 경우보다 차집효율이 현저하게 감소하였다. 막힘 조건을 가진 유입부에서도 도로의 종경사가 증가할수록 유속이 증가하여 물의 튐 현상(splash-over)이 크게 발생하여 빗물받이의 차집 효율을 감소시킨다. 또한 빗물받이의 설계 시 외국에서 일반적으로 채택되고 있는 막힘 정도가 50%일 경우에 도로의 종경사와 측구의 횡경사의 변화를 고려한 국내 빗물받이의 막힘계수는 0.25~0.65로 판단된다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.195-198
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• 2007

The type, the length, and the install space of the grate inlets in main street were designed with the consideration of discharge calculated with street surface rainfall. However, the discharge that was not intercepted at transverse grate inlets in steep local roads increases inundation areas around main street Therefore, it is necessary to analyze the flow characteristics and interception capacity at transverse grate inlets in steep local roads. Hydraulic experimental apparatus which can be changed the longitudinal slopes($2{\sim}10%$) of street, the size ($20{\sim}50cm$) and the types(TYPE I, II) of grate inlet was installed for this study. The range of the experimental discharges were from $2{\ell}/sec$ to $24{\ell}/sec$. The interception discharges of transverse grate inlets per unit width changing the longitudinal slope of steep local road were calculated by the hydraulic experimental results. The design method of transverse grate inlets was developed by the interception discharges per unit width. This design method was applied to decide the space and size of transverse grate inlets.