• Title/Summary/Keyword: 국부세굴특성

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Numerical Simulation about Bed Elevation Change using the Equation of Engelund-Hansen (Engelund-Hansen의 공식을 이용한 하상변동 수치모의)

  • Lee, Hyun Seok;Cho, Hyoung Jin;Kim, Yong Kuk;Park, Kyoung Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.303-303
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    • 2015
  • 하천에서의 유사이송은 하상의 변화를 야기 시키고 하천의 흐름특성에도 영향을 미치는 주요 현상이다. 유사이송은 하상을 구성하고 있는 모래나 점토질 입자가 물의 흐름을 따라 이동하는 것을 의미하는데, 유사 입자가 균일하지 않고 재질 또한 다양하여 입자에 작용하는 외부 힘을 계산하기 힘들기 때문에 유사 이송을 예측하기에는 많은 어려움이 있다. 이런 이유로 좀 더 확실한 유사이송량을 추정하기위한 많은 연구가 수행되고 있다. 본 연구에서는 1967년 Engelund와 Hansen에 의해서 개발된 공식을 이용하여 하상변동을 계산하였다. Engelund-Hansen 공식은 총유사량을 산정하는 과정에서 부유사량과 소류사를 구분하여 계산한다. 이 공식은 유사이송 함수를 유도하기 위해 수류력 개념과 상사원리를 이용하였다. 본 연구는 대상유역으로 금강 백제보 인근 10 km 구간을 선정하였고, 모의는 2014년도에 생산된 수문자료를 이용하였다. 유사이송은 대부분이 빠른 유속이 발생하는 홍수기에 집중된다. 그러므로 보다 정확한 하상변동을 파악하기 위해서는 홍수기를 포함한 장기간의 계산이 필요하다. 그러므로 본 연구에서는 모의기간을 365일로 결정하였다. 모의결과는 금강을 가로지르는 백제보가 하천의 흐름변화를 야기함에 따라 하류에서는 국부적인 세굴이 발생하는 것으로 나타났다. 특히 가동보 직하류에서 비교적 많은 세굴이 발생하였고 세굴 된 유사는 인근에 퇴적이 되고 있음을 알 수 있었다. 이런 국부적인 하상변동은 생태계의 불균형을 가져올 수 있으며, 하천구조물의 내구성을 약화시키는 요인으로 작용한다. 그러므로 이러한 재해를 예방하기 위해서는 하상변동의 예측이 필수적이다.

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An Experimental Study on Local Scour Around Group Pile Foundation (군말뚝 주변의 국부세굴에 관한 연구)

  • Yun, Byeong-Man;Seo, Jeong-Pil;No, Yeong-Sin
    • Journal of Korea Water Resources Association
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    • v.34 no.6
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    • pp.641-649
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    • 2001
  • This study analyzed the general scour characteristics around group pile foundations through laboratory experiments. The experiments were performed for the pile groups consisting of 4, 9, 15 and 35 piles to investigate the effects of pile number, mean velocity and the angle of attack on the scour hole shape, and the magnitude and the position of maximum scour depth. Results reveal that the maximum scour depth for 4 and 9 piles have almost same values with single pier case regardless of approach velocity. The scour depth for 15 and 35 piles, however, increases as the mean velocity increases and reaches up to 2.2 times of maximum scour depth for single pier case. As the number of piles increase, the single scour holes are superposed and the overall scour hole turned out to be rectangular shape. The experimental results for the case of 35 piles indicate that the scour depth has the maximum value at angle of attack of 35 degree and that the main scour hole is formed in diagonal direction.

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5-SRICOS Method : Prediction of Scour Depth Around Bridge Piers in Cohesive Soils (S-SRICOS 방법 : 점성토지반의 교각세굴깊이 예측)

  • 곽기석
    • Journal of the Korean Geotechnical Society
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    • v.18 no.2
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    • pp.13-21
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    • 2002
  • A new method called S-SRICOS is proposed to predict the local scour depth around bridge piers. The S-SRICOS method is a simplified version of the SRICOS method which was developed to predict the scour depth versus time curve around bridge piers. The SRICOS method which considers the time effect based on the soil properties and the hydraulic parameters can handle a multi-flood hydrograph and multi-layer soil systems with the SRICOS program. An attempt was made to simplify the method to the point where only hand calculations would be required. The concept of the equivalent time was developed leer this purpose. The S-SROICOS method requires only 4 parameters such as pier width, design bridge life, design velocity corresponding to the design bridge life, and initial scour rate of the soil. The S-SRICOS method was verified against 55 cases of the scour depth results using the SRICOS method.

Parameters Analysis for Influence on the Local Scour around a Pipeline Exposed Waves and Currents (파와 흐름에 노출된 관로 주변부 국부세굴에 영향을 미치는 매개변수)

  • Kim, Kyoung-Ho;Oh, Hyoun-Sik;Kim, Heung-Guk;Son, Kwang-Sik
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.24 no.2
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    • pp.128-137
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    • 2012
  • This paper deals with the local scour around a pipeline exposed to combined waves and current in the shallow water zone. To investigate the characteristics of the scour around a pipeline on the sea bed, experiments were performed according to the various pipe diameters, wave periods, wave heights, and current velocities. Wave generator and current generator were used for the experiments. Two current directions were used ; co-direction and counter direction to the waves. With the experimental results, the correlations between the scour depths and non-dimensional parameters such as Keulegan-Carpenter number(KC), Froude number(Fr), Ursell number(Ur) and velocity ratio were analysed. The relative scour depths were found obviously to be dominated by the wave component when the velocity ratio function approaches zero and those are gorverned by the current component when the velocity ratio approaches unity. Velocity ratio function was approved to be a proper parameter which is able to express the change of the scour in the combined wave and current zone. Also considering the orbital velocity and the current velocity into Fr numer and KC number respectively, scour depths show more favorable correlationship with the parameters.

Stability Evaluation on Particle Size Characteristics of Bed Materials at High-Velocity Flow (고유속 흐름에서 하상재료의 입도특성에 따른 안정성 평가연구)

  • Kim, Gwang Soo;Jung, Dong Gyu;Kim, Young Do;Park, Yong Sung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.41 no.4
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    • pp.365-376
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    • 2021
  • In general, domestic streams and rivers are composed of alluvial rivers consisting of sand and gravel beds. These rivers can cause erosion and riverbed changes due to sudden changes in flow rates, such as floods, torrential rains, and heavy rains. In particular, there are various types of erosion, such as contraction erosion caused by changes in river shape, or local erosion occurring around obstacles such as piers, abutments or embankments. In addition, river changes can occur in various forms, such as static or dynamic periods, due to limitations such as flow rate, velocity, and shear stress. This study focused on the erosions of embankments directly related to human casualties among various river structures, and evaluated limit velocities and critical shear stress in order to identify changes in strength of natural materials by identifying the characteristics of natural hoan materials and resistance to erosions. In particular, the limitations of materials according to the type of materials in the river, characteristics of particles, and size of particles were studied using Soil loss, which is a change in the volume of the revetment material, and it is intended to be used as basic data for river design and restoration.

A Study on the Development of Aerobic Exercise Equipment Design for User-Centered -Focusing on Elliptical Cross Trainer- (사용자 중심의 유산소 운동기구 디자인 개발에 관한 연구 -Elliptical Cross Trainer를 중심으로-)

  • Chung, Kyung-Ryul;Song, Bok-Hee;Yoon, Se-Kyun;Park, Il-Woo
    • Archives of design research
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    • v.19 no.5 s.67
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    • pp.129-138
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    • 2006
  • It is expected that the typical lifestyle of the future will be transformed into an opulent and comfortable existence as the quality of life improves due to the increase in household income and reduction in working hours. In the meantime, as the standard of living becomes increasingly more comfortable and plentiful, the toll on physical health becomes magnified as a result of obesity and insufficient exercise caused by super nutrition and change in labor conditions (from physical labor to mental labor). This has instigated a deep awareness in fitness on the part of many people, forcing them to recognize the significance of daily exercise and physical activity. The high annual growth rate in the fitness and athletic apparatus market, which is more than 20%, is attributed to this phenomenon. The Elliptical Cross Trainer(ECT), which has drawn wide attention recently, is a non-impact athletic apparatus that not only promotes exercise of the upper body parts in such sports as skiing but also the exercise of lower parts of the body on a treadmill. It is a type of cross training athletic gear that has been developed for aerobic exercise throughout the entire body. It has already formed a market as big as that of the treadmill in Europe, America, etc. Recently, its demand is growing sharply in the Korean markets as well as those in Northeast Asian countries, Despite such demand increase and expansion, since most of the expensive ECTs are exclusively supplied by suppliers in only a few advanced countries, localization of the ECT is urgently required in order to enhance competitiveness of Korean manufacturers and to expand the market. This paper introduces the process and results of a design-engineering cooperative study that was peformed for the development of the ECT.

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Analysis of Expression Types of Character Animation TV Advertisements (캐릭터애니메이션 TV광고의 표현유형 분석 연구)

  • Lee, Yong-Woo
    • Archives of design research
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    • v.19 no.5 s.67
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    • pp.85-94
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    • 2006
  • In the 2000s, character animation technique is used at domestic TV character animation ads of diverse items displaying new character patterns and expression techniques of a high level. This study intends to identify the characteristics of TV character animation ads based ell character aesthetic theory and advertising rhetoric theory, and based on these findings, analyze trend and stream of expression in TV character animation ads by examining and classifying advertisements released in the past four years by items, character patterns and expression techniques. The results showed that TV character animation ads have been concentrated on confectionery, beverages and foods in the past, but the items have been diversified through the years. With reference to character patterns, personal and animal characters had made the main pattern, but recently product, virtual and composite characters are on the increase. In expression techniques, cell animation technique was found to be the most frequently used technique, which was followed by full-3D, cell and live action, cell and 3D and the clay animation technique. A trend like this suggests that TV character animation advertising items will continue to increase in line with the participation level of targets. In the meantime, personal and animal characters will continue to make the leading character pattern, while virtual and composite character patterns emerge in new forms. In expression techniques, live action combined with 30 technique and techniques using new expression materials will appear with cell animation technique as a central figure. As a whole, Korean character animation advertisement is expected to keep on growing to a new dimension in the aspect of items, character patterns and expression technique.

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Costume Consumption Culture for Costumeplay (코스튬플레이 의상 소비문화)

  • Jang, Nam-Kyung;Park, Soo-Kyung;Lee, Joo-Young
    • Archives of design research
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    • v.19 no.5 s.67
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    • pp.203-212
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    • 2006
  • With interests and participation in the costumeplay that mimics characters appeared on carton or animation in recent days, the costumeplay becomes one of cultural phenomena. Using a qualitative research method, this study identified costumeplayers' costume consumption pattern and explored its meanings from the perspective of consumption culture. Indeed, this study intended to help for understanding costumeplayer group as a consumer, and to provide basic knowledge about new market analysis related to fashion design and marketing. The results from the analyzing participant observation and in-depth interviews data are as follows: first, costumeplayers usually begin costumeplay by friends' invitations or by themselves and then continue on participating. Through the costumeplay, participants have benefits such as fun, departure from the daily life, and social interaction. Second, participants acquire costumes through purchase, rent, producing or combination of daily wear, but both purchase and rent account high. Third, the meanings of consumption culture in costumeplay include consumption behavior repeating possession and disposal. Also, costumeplayers concerns efficiency when purchasing or renting the costumes, and internet is a place where information search, comparison, and actual purchasing are occurred. Based on the results, fashion design and marketing implication, limitation of this study and further research ideas were suggested.

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An Experimental Study to Evaluate Hydraulic Characteristics and Stability of Scour Protection for Historic Site Restoration of Woljeong-gyo (월정교 사적지 복원을 위한 수리특성 및 세굴보호공 안정성 검토에 관한 수리모형실험 연구)

  • Kang, Joon-Gu;Yeo, Hong-Koo;Son, Byung-Ju;Ji, Un
    • Journal of Korea Water Resources Association
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    • v.41 no.8
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    • pp.845-854
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    • 2008
  • The old bridge of Woljeong-gyo, which has the fluvial history and culture, represents the ancient construction and civil engineering techniques. It is the oldest stone bridge in Korea and currently restored with its vicinities. In this study, the experimental model was used to analyze the hydraulic characteristics, the local pier-scour depth without scour protection, and the stability of riprap protection using the old grid type panels and stones for Woljeong-gyo of the study area. The water levels were increased around 30cm due to the restored bridge piers and foundations and the effects went up to 200m upstream. The maximum scour depth of 5.4m was measured and the scour protection tests were performed with the riprap size calculated using empirical equations and the existing scour protection range. The riprap of the existing scour protection in the upstream side was broken away, while the riprap of extended scour protection was very stable for the design flood condition of Woljeong-gyo area.

Verification on the Design Formulas of Apron Length by Scour Analysis at Weir Downstream (보 하류부 세굴 분석을 통한 물받이공 길이 설계 공식 검토)

  • Ko, Dongwoo;Lee, Changhun;Kang, Joongu
    • Ecology and Resilient Infrastructure
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    • v.7 no.2
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    • pp.83-89
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    • 2020
  • This hydraulic study analyzed the scour effect at fixed downstream weirs based on the changes in the upstream bed slope. The study was performed using six different bed slopes, that is, 0%, 2%, 3%, 4%, 7%, and 10% at 0.117 ㎥/s in all cases. The scour depth, scour length, and scour volume were measured using a broadband laser scanner to quantitatively analyze the scour at the downstream weir. This study also examined the adequacy of the designed apron length by comparatively analyzing the results of the scour experiments and the apron length calculated using conventional design standard formulas. The analysis of the local scour effect at the downstream weir showed that scour length and scour depth increased as the bed slope became steeper. A comparison between the results of the scour experiment and that of the conventional design formulas showed that both formulas of the National Construction Research Institute and the Bligh were distributed within the allowable values when there was no upstream bed slope. However, as the bed slope upstream of the weir gradually increased, the scour lengths of the apron deviated slightly from the values obtained from the conventional design formulas.