• 제목/요약/키워드: River bridge

검색결과 377건 처리시간 0.025초

유황별 유속측정 방법에 따른 유효성 연구 (Efficiency Study of Measurement Method by Flow Duration)

  • 함상인;이정환;김대영;하돈우;김윤수;정강영;이영재;김경현;김영석
    • 한국물환경학회지
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    • 제34권5호
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    • pp.462-469
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    • 2018
  • There are differences in method and cycle of flow rate survey depending on purpose of the operating department. To verify and use results of flow data according to the purpose, flow data of the directly measured and tele monitoring system were compared to verify validity. Flow measurement in the Ministry of Environment is aimed at setting up a standard flow of target water quality for water quality management and securing flow data of low and normal water level seasons for water quality evaluation. In this study, correlation analysis result ($R^2$) of same time zone data by direct measurement and tele monitoring system (TMS) at Seombon D point, a unit watershed of Seomjin river, for six years ('10 ~ '15) according to implementation of Total Daily Maximum Load (TDML) was wading 0.716, boating 0.962 and on bridge 0.943, and effectiveness of measurement method was verified by characteristics of flow duration as a season of dry and low-water; normal and high water are appropriate for wading, boating, and on bridge respectively. Results revealed it is reasonable to use directly measured results using the wading and boating method for low water level and dry seasons, and TMS data for rainy seasons. It can be used important data for future policy decisions.

Aerostatic instability mode analysis of three-tower suspension bridges via strain energy and dynamic characteristics

  • Zhang, Wen-ming;Qian, Kai-rui;Wang, Li;Ge, Yao-jun
    • Wind and Structures
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    • 제29권3호
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    • pp.163-175
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    • 2019
  • Multispan suspension bridges make a good alternative to single-span ones if the crossed strait or river width exceeds 2-3 km. However, multispan three-tower suspension bridges are found to be very sensitive to the wind load due to the lack of effective longitudinal constraint at their central tower. Moreover, at certain critical wind speed values, the aerostatic instability with sharply deteriorating dynamic characteristics may occur with catastrophic consequences. An attempt of an in-depth study on the aerostatic stability mode and damage mechanism of three-tower suspension bridges is made in this paper based on the assessment of strain energy and dynamic characteristics of three particular three-tower suspension bridges in China under different wind speeds and their further integration into the aerostatic stability analysis. The results obtained on the three bridges under study strongly suggest that their aerostatic instability mode is controlled by the coupled action of the anti-symmetric torsion and vertical bending of the two main-spans' deck, together with the longitudinal bending of the towers, which can be regarded as the first-order torsion vibration mode coupled with the first-order vertical bending vibration mode. The growth rates of the torsional and vertical bending strain energy of the deck after the aerostatic instability are higher than those of the lateral bending. The bending and torsion frequencies decrease rapidly when the wind speed approaches the critical value, while the frequencies of the anti-symmetric vibration modes drop more sharply than those of the symmetric ones. The obtained dependences between the critical wind speed, strain energy, and dynamic characteristics of the bridge components under the aerostatic instability modes are considered instrumental in strength and integrity calculation of three-tower suspension bridges.

현장 실험을 통한 원형강관 석션관입성 검토 (Suction Penetration Review of Circular Steel Pipes by Field Test)

  • 김현주;최진오
    • 한국지반공학회논문집
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    • 제36권12호
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    • pp.35-43
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    • 2020
  • 현재 국내에서 하천/해상 교량 공사시 교량기초 설치를 위한 가시설로서 원형 단면의 가물막이(cofferdam)를 많이 적용하고 있다. 기존 케이슨(caisson), 시트파일(sheet pile), 셀(cell) 식 등의 가물막이 공법이 많이 활용되고 있으나 이러한 공법은 설치 및 해체시 많은 시간과 비용이 소요된다. 해상공사에서 가장 보편적으로 사용되고 있는 시트파일 공법의 경우 지반 관입에 의한 시트파일 손상과 요소 부재 연결 작업의 어려움으로 내적 및 외적 안정성 확보를 위해 주의가 필요하다. 본 연구에서는 서해안 연약지반을 대상으로 원형강관의 석션관입성 설계를 수행하였고, 현장실험을 통하여 원형강관 석션관입 시공이 가능한 것을 확인하였다. 그리고 표준관입시험(N치) 결과보다 콘관입시험(CPTu)을 이용한 지반 분석 결과를 설계에 적용하는 것이 현장 실험 결과와 보다 유사한 결과를 나타내는 것을 확인하였다. 또한 실트질 사질토 지반에서 상한석션압 이상의 석션압을 적용시 가물막이 내부의 국부적인 파괴(piping 현상)를 유발하는 것을 확인하였다.

만경강 하천토양에서 노랑꽃창포의 생장특성과 질소·인 제거효과 (Growth Characteristics and Removal Effect of Nitrogen and Phosphoric Acid of Iris pseudoacorus at Waterway Soils of Mangyeong River)

  • 서병수;최수민;박우진;박종민
    • 한국환경복원기술학회지
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    • 제7권5호
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    • pp.57-65
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    • 2004
  • This study was carried out to measure the growth and photosynthesis of Iris pseudoacorus, the reduction rate of nitrogen(T-N) and phosphoric acid($P_2O_5$) from soils, and the increase rate of two substance into plants which cultivated at waterway soils of different concentration of two substance. The results are summarized as follows; 1. The contents of nitrogen and phosphoric acid at waterway soils of Mangyeong river showed the highest level in the around Samrye railway bridge where was located in the downstream and sewage of stock raising flowed in 2. The Iris pseudoacorus which cultivated at waterway soils showed the leaf and root growth of 43~50 and 9~13cm, respectively. And the growth was higher in the waterway soils contained high level of nitrogen The rate of photosynthesis was $3.5-5.9{\mu}mol\;m^{-2}s^{-1}$ ranges and this rate increased from the end of June to August and then decreased. The rate of photosynthesis was higher in waterway soils contained high nitrogen regardless of seasons. 4. The Iris pseudoacorus removed nitrogen and phosphoric acid from waterway soils about 19~21% and 13~15%, respectively. The Iris pseudoacorus was effective to remove nitrogen more than phosphoric acid. And the waterway soil which included high concentration of two substance showed highly removal 5. The results of Iris pseudoacorus vegetation in the waterway soils showed that nitrogen and phosphoric acid of inside plant increased with 0.2-1.0% and 0.01-0.10% ranges, respectively. The contents of nitrogen and phosphoric acid in plants were increase in the soils of higher contents of nitrogen and phosphoric acid, and the rate of increase of nitrogen and phosphoric acid was higher at roots than leaves.

Lagrangian 입자추적모형을 이용한 부유성 오염물질의 혼합해석 (Mixing Analysis of Floating Pollutant Using Lagrangian Particle Tracking Model)

  • 서일원;박인환;김영도;한은진;추민호;문현생
    • 한국물환경학회지
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    • 제29권3호
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    • pp.383-392
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    • 2013
  • In this research, mixing behavior of the floating pollutant such as oil spill accidents was analyzed by studying the advection-diffusion of GPS floaters at water surface. The LPT (Lagrangian Particle Tracking) model of EFDC (Environmental Fluid Dynamics Computer Code) was used to simulate the motion of the GPS floater tracer. In the field experiment, 35 GPS floaters were injected at the Samun Bridge of Nakdong River. GPS floaters traveled to downstream about 700 m for 90 minutes. The field data by the GPS floater experiments were compared with the simulation in order to calibrate the parameter of LPT model. The turbulent diffusion coefficient of LPT model was determined as $K_H/hu^*$ = 0.17 from the scatter diagram. The arrival time of peak concentration and transverse diffusion from the simulation results were similar with the experiments from the concentration curves. Numerical experiments for anticipation of damage from floating pollutant were conducted in the same reach of the Nakdong River and the results show that the pollutant cloud transported to the left bank where the Hwawon pumping station is located. For this reason, it is suggested that the proper action should be needed to maintain the safety of the water withdrawal at the Hwawon pumping station.

수중구조물을 위한 가물막이 설계 및 시공사례에 대한 연구 (A Case Study on Design and Construction of Cofferdam for Hydraulic Structure)

  • 조주환;신동훈;정승태;우상윤;남용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.124-143
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    • 2010
  • Cofferdam is a temporary levee or dam structure built by using sheet pile or earth materials to prevent water infiltration during construction work of bridge, dam, harbour dock, or hydraulic structures in the river. In this regard, it is required to secure cutoff ability for dry work and workability for rapid installation and removal of the temporary dam or levee structures. In this paper, case studies for design and construction of cofferdam were performed, and water diversion method was briefed with some examples of cofferdam type as well. For the case study details of design and construction were reviewed based on cofferdams under construction related to 16 submerged weirs of "The 4-river restoration project" and dam type cofferdam respectively. From the review, it was known that the method for changing the water flow is selected based on the data from geological and geo-hydraulic site investigation in order to mitigate environmental effects by making sure if the design cross-sectional area of flow and maximum working days are sufficiently guaranteed. Finally, the primary findings and main conclusion derived are summarized that determination of applicable type of cofferdam should be checked by case study and meet design requirements such as water inflow control, constructability.

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교각의 기하학적 형상에 따른 유사 및 유속의 변화 특성 (Study on the Sediment and Velocity Characteristics around Bridge Based on Shape of the Piers)

  • 안승섭;이효정;서명준;이증석
    • 한국환경과학회지
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    • 제18권2호
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    • pp.221-230
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    • 2009
  • In this study, a river basin with a lot of measured data such as water level, flow rate, current speed, and sediment rate from the past to now was selected and geometrical shape of a pier was re-analyzed, in order to study the effects of the flow around the pier area as well as the riverbed alternation characteristics. A finite element mesh of the entire river was prepared, and via parameter revision, the section that the pier has influence on was decided, to analyze the shape of the pier using RMA-2 and SED2D-WES models. With regards to the section that the pier has influence on, analysis was done on the four pier shapes, namely circle, square, rectangle, and octagon. The results showed that the shape with the least influence around the pier around is the octagon, followed by circle, rectangle, and square, showing the different geometrical effects that the shapes have on the pier. Furthermore, it was shown that the distribution of sediment concentration had effect from about (+) 110 m of the upstream to about (-) 130 m of the downstream, from the pier installation point. Also, it was shown after analyzing drag forces for different sediment particle distributions that the shape with the greatest drag is the octagon, followed by circle, square, and rectangle.

유로만곡부의 횡방향 하상경사 산정 모형에 관한 연구 (A Study on Selected Transverse Bed Slope Models in Channel Bend)

  • 송재우;최인호;김지호
    • 대한토목학회논문집
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    • 제14권6호
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    • pp.1395-1404
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    • 1994
  • 유로만곡부의 횡방향 하상경사는 하천형태학적 특성연구와 하도재해방지, 그리고 수공구조물 보호 등에 기초자료를 제공하는 중요한 연구과제이다. 본 연구에서는 연구대상유역 유로만곡부의 횡방향 하상경사를 Odgaard의 모형외 8개의 모형을 선택하여 비교분석한 후 예측하였으며 적합한 모형을 제시하였다. 본 연구에서 비교된 모든 모형들은 곡률반경과 수심에 비례하였고 모형들사이의 차이는 비례계수 K에 있으며 또한 측정된 횡방향 하상경사는 만곡부에서의 최대수심과 평균유속, 그리고 입자 Froude수와 관계가 있었다. 본 연구에서 Sacramento강 만곡부에서 이루어진 Odgaard의 실험자료를 이용하여 횡방향 하상경사모형들을 비교분석한 결과 Odgaard89모형이 실측횡방향 하상경사와 비교적 잘 일치하였다.

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낙동강 유곡천에 서식하는 수수미꾸리 Kichulchoia multifasciata (Pisces: Cobitidae)의 산란시기와 산란특성 (Spawning Period and Spawning Characteristics of Kichulchoia multifasciata (Pisces: Cobitidae) in the Yugokcheon (stream) of Nakdonggang (river) from Korea)

  • 김형수;양현
    • 한국어류학회지
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    • 제28권2호
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    • pp.93-99
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    • 2016
  • 본 연구는 2008년 11월부터 2009년 10월까지 경상남도 의령군 유곡면 세간교 일대 유곡천에서 수수미꾸리의 산란시기와 산란특성에 대해 조사하였다. 수수미꾸리의 연령을 분석한 결과 수컷은 1년생 전장 45~55 mm, 2년생 55~75 mm, 3년생 75 mm 이상, 암컷은 1년생 40~55 mm, 2년생 55~75 mm, 3년생 75~95 mm, 4년생 95 mm 이상으로 추정되었다 (2009년 1월 기준). 산란시기는 5~6월 사이로 추정되었고 (수온 $21.0{\sim}26.6^{\circ}C$) 성적으로 성숙하는 연령은 만 2년생 이상으로 판단되었으며 포란수는 202~747개 ($491{\pm}154.0$)로 나타났다.

Water, Energy, Cooperation, and Conflict inthe Kura-Araks Basin of the South Caucasus

  • Campana, Michael E.
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2011년도 학술발표회
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    • pp.3-3
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    • 2011
  • After the dissolution of the Soviet Union, the Kra-Araks Basin (KAB) became an international river basin with respect to the South Caucasus states of Armenia, Azerbaijan, and Georgia. However, there are no agreements regarding water allocation, water quality, or ecosystem maintenance among the aforementioned riparians. The main water problems in the basin include not only water quantity and quality, but also the lack of joint management. The aforementioned countries share many similar circumstances: location in a politically unstable but strategic region bureaucratic and structural issues; and more importantly, ongoing ethnic and related conflicts. Despite these obstacles, the countries recognize that they depend greatly on the basin, whose waters they must share. To that end, they proposed and participated in the joint NATO-OSCE South Caucasus River Monitoring (SCRMP) project between 2002 and 2009.The SCRMP sought to investigate and characterize the surface water quality in the KAB by providing equipment and training to all three countries. Several years' worth of water quality data were collected in the KAB: major ions; heavy metals; POPs (persistent organic pollutants); and radionuclides; The North Atlantic Treaty Organization (primary funder) and the Organization for Security and Co-operation in Europesupported the SCRMP not only to build capacity but also to promote cooperation and minimize conflict over water and other resources, thus providing a measure of security for Europe and other regions. The South Caucasus is a strategically-important region, functioning as a bridge between Asia and Europe. Energy-rich Azerbaijan seeks to become a key player in trade by serving as a transportation and energy hub between the energy and mineral-rich Central Asian KUT countries (Kazakhstan, Uzbekistan, and Turkmenistan) and Western Asia, Europe, and other areas. The presentation will summarize the scientific results of the SCRMP, elucidate the regional water-energy-security nexus, discuss future work in the region, and explain why the world needs to be concerned about the KAB and the entire South Caucasus.

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