• Title/Summary/Keyword: 방수설계

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Prevention of Urban Inundation using Descending Placement of Sewer (내림차순 우수관거 배치를 이용한 도시침수 방지)

  • Song Joonggeun;Jung Kwansue
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.368-368
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    • 2023
  • 도심지에 위치하는 저지대의 경우 강우 발생 시 우수의 집중으로 인한 침수발생으로 매년 인명 및 재산피해가 발생하고 있다. 이를 개선하기 위해 현재 시행하고 있는 사업은 크게 두 가지로 구분할 수 있는데 이는 배수시설의 개선과 우수유출저감시설 설치사업이다. 첫 번째 배수시설의 개선은 배수유역의 우수를 하류하천 방류부까지 우수관거와 방수로, 대심도 터널 등을 통해 자연배수하거나 배수펌프를 통해 강제배수하여 내수배제가 원활하게 하는 방법이며, 우수유출저감시설은 저류시설을 설치하여 우수가 집중되는 시간을 지체시켜 첨두유출량을 저감하거나 침투시설을 설치하여 유출총량을 저감하여 우수유출량을 조절하는 방법이다. 다만 이 두 가지 방법은 토지이용이 고도화된 도심지에서는 기존 건축물 및 지하구조물 등으로 인해 부지의 확보가 어렵고 시공의 난이도가 높아 사업에 대한 시간과 비용이 크게 소요되는 어려움이 있다. 본 연구에서는 상류에서 하류로 갈수록 단계적으로 크게 설치되어 있는 기존의 우수관거를 상류 우수관거의 관경을 하류보다 크게 설계하여 배수유역 상류부 관거의 개선만으로 도시침수를 방지할 수 있는 방법을 연구하였으며 이를 통해 기존 시설물과 토지이용의 변경을 최소화할 수 있도록 하였다. 도시침수가 발생하는 연구대상 배수유역에 도시유출 해석모형인 SWMM을 이용하여 내림차순식 우수관망 배치의 침수방지 효과를 검토한 결과 배수유역 상류관거의 확장으로 유속의 저감과 우수관거 내 저류효과를 통해 하류부의 우수 집중시간을 지체시켜 하류부의 침수발생을 저감할 수 있을 것으로 검토되었다. 이를 통해 토지이용이 고도화되어 저류시설이나 자연 및 강제 배수시설의 설치가 어려운 하천변 저지대 도심지 지역의 침수피해 방지대책이 될 수 있을 것으로 사료된다.

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Analysis of Reinforcement Effect of TSL (Thin Spray-on Liner) as Supports of Tunnel by Numerical Analysis (수치해석에 의한 터널 지보재로서 TSL(Thin Spray-on Liner)의 보강 효과 분석)

  • Lee, Kicheol;Kim, Dongwook;Chang, Soo-Ho;Choi, Soon-Wook;Lee, Chulho
    • Journal of the Korean Geosynthetics Society
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    • v.16 no.4
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    • pp.151-161
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    • 2017
  • A TSL (Thin Spray-on Liner) has a higher initial strength and faster construction time than conventional cementitious shotcrete. Because of its high adhesion and tensile strength, the TSL reinforced concrete show a characteristic like composite materials. In this study, to consider an application to the conventional design method, ASD (allowable stress design), numerical study was used. In the numerical analysis, material and contact properties were adopt from previous studies. Then a thickness of concrete in the tunnel was evaluated with the TSL reinforced case by the ASD concept. In other words, bending compressive stress, bending tensile stress and shearing force of the concrete were considered to determine a thickness of concrete lining by the given boundary conditions. From the numerical analysis, there was no tendency to show by the ASD because the ASD is based on the elastic theory while the TSL typically contributes to reinforcement after yielding.

Development of Integrated Type Main Frame and Downhole Sonde Apparatus for Hydraulic Packer Testing in Seabed Rock under High Water Pressure (고수압 해저지반 수리특성 조사용 일체형 메인 프레임과 공내 측정장치 개발)

  • Bae, SeongHo;Kim, Jangsoon;Jeon, Seokwon;Kim, Hagsoo
    • Tunnel and Underground Space
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    • v.28 no.3
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    • pp.258-276
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    • 2018
  • The accurate and quantitative ground information on the hydraulic conductivity characteristics of rock mass is one of the key factors for evaluation of the hydro-geological behaviour of rock mass around an excavated opening under high water pressure. For tunnel and rock structures in seabed, where the sea acts as an infinite source of water, its importance become greater with increasing construction depth below sea level. In this study, to improve the problems related with poor system configuration and incorrect data acquisition of previous hydraulic packer testing equipment, we newly developed an integrated main frame and 30 bar level waterproof downhole sonde apparatus, which were optimized for deep hydraulic packer test in seabed rock mass. Integration of individual test equipment into one frame allows safe and efficient field testing work on a narrow offshore drilling platform. For the integrated type main frame, it is possible to make precise stepwise control of downhole net injection pressure at intervals of $2.0kg_f/cm^2$ or less with dual hydraulic oil volume controller. To ensure the system performance and the operational stability of the prototype mainframe and downhole sonde apparatus, the field feasibility tests were completed in two research boreholes, and using the developed apparatus, the REV(Representative Elementary Volume) scale deep hydraulic packer tests were successfully carried out at a borehole located in the basalt region, Jeju. In this paper, the characteristics of the new testing apparatus are briefly introduced and also some results from the laboratory and in-situ performance tests are shown.

A Study on Method of Evaluation for Deck Pavement (교면포장의 평가 방법 고찰)

  • Jo, Shin Haeng;Jo, Nam June;Jang, Jung Soon;Baek, Yu Jin;Kim, Nak Seok
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.86-86
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    • 2011
  • 토목 기술의 발달로 장대교량이 증가함에 따라 교면 포장도 더 심각한 진동 및 충격, 기상조건에 노출되게 된다. 교면 포장은 차량의 주행의 편리성뿐 아니라 교량 구조물을 보호해야 하는 역할도 함께 수행하기 때문에 일반 토공부의 포장과 다른 성능을 필요로 한다. 교면 포장의 특수함을 감안하여 교면 포장의 품질을 평가하고, 설계와 적용시 반영 한다면 교량의 내구 연한 및 시공, 유지관리 비용을 절감 할 수 있을 것이다. 본 논문에서는 교면 포장에 요구되는 성능을 조사하고, 교면 포장 특히, 장대 교량 적용시 교면 포장의 성능 평가를 위한 평가 방법을 고찰하였다. 교면 포장의 가장 큰 구조적 특징은 교량의 진동과 휨에 의해 포장이 받게 되는 휨응력이다. 특히 교량의 장경간화에 따라 더 큰 진동과 변형을 경험하게 되는 교면 포장은 그에 따른 충분한 휨 추종성과 피로 저항성을 확보하여야 한다. 기존 토공부 포장에서는 실험이 간단한 원통형 공시체를 이용한 간접인장강도 모드의 실험으로 피로 성능을 평가하였으나, 교면 포장은 실제 거동 특성과 유사한 빔 피로 시험 모드가 보다 신뢰성이 높을 것으로 판단된다. 빔 피로시험 모드로는 3점, 4점, 5점 휨 피로 시험 모드가 있으며, 각각의 모드는 지지점의 개수, 재하점의 개수에 따라 다른 거동 특성을 평가 할 수 있다. 최근 개발된 5점 휨 시험의 경우 교량에서 발생하는 부(-)모멘트를 모사할 수 있어 보다 현실적인 검증이 가능할 것으로 예상된다. 이 외에도 실제 크기 모형을 이용하여 윤하중을 가하는 Full-scale 모델의 경우 비용과 시간이 많이 소요되는 단점이 있으나 가장 신뢰성이 높은 방법이라고 할 수 있다. 교면 포장은 교량구조부로 수분이 침투되는 것을 막아주는 역할을 하여야 하며, 특히 해상 교량의 경우의 염분과 겨울철 사용되는 제빙화학제는 콘크리트의 열화와 강구조물의 부식을 발생시키므로 교면 포장의 방수 성능 검토는 매우 중요한 역할을 한다. 일반 토공부 포장과 달리 교면 포장은 하부층이 대기에 노출되어 있기 때문에 겨울철에 더 낮은 온도로 포장체의 온도가 내려가게 되고, 온도가 떨어진 포장층은 스티프니스가 증감함에 따라 저온 균열의 발생확율이 높아지며, 휨추종성도 나빠질 가능성이 높다. 따라서 저온에서의 균열 저항성 및 스티프니스를 평가하는 것은 교면 포장 재료의 중요한 인자 중 하나이다. 포장과 포장 하부층의 접착은 포장층의 일체화된 거동을 할 수 있게 하기 때문에 내구성 향상에 중요하다. 특히 교량과 같이 진동과 변형이 많은 경우에 있어 포장 접착층의 성능은 포장과 교량 구조물의 파손에 더 큰 영향을 미치게 된다. 접착성능은 실내에서의 직접인장모드와 전단접착강도 시험 모드의 실험이 있으며, 현장에서 측정하는 Pull-off 실험 등이 있다. 최근에 교통량과 중차량의 증가와 더불어 교량이 장경간화 되어 가면서 평가방법과 기준을 과거보다 엄격하게 할 필요성이 있다. 하지만 현실은 교면포장에 대한 시방규정이 모호하기 때문에 본 논문에서 제시한 국내외의 다양한 평가방법을 통해 적절한 교면포장의 성능을 평가하고 교면포장의 거동특성에 대한 이해를 함으로써 보다 발전된 교량기술을 확보할 수 있을 것이다.

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Study on Performance of Vertical-axis Tidal Turbines Applied to the Discharged Channel of Power Plant (조류발전용 수직축 터빈의 방수로 설치에 따른 성능에 관한 연구)

  • Lee, Jeong-Ki;Hyun, Beom-Soo
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.18 no.4
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    • pp.274-281
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    • 2015
  • Thermal and nuclear power plants on shore commonly use the sea water for cooling facility. Discharged cooling water has the high kinematic energy potential due to amount of water flux. Numerical analysis was made to find the suitable combinations between the arrangement of tidal turbines and the overall dimensions of the discharged channel. Several parameters such as the turbine diameter to inlet size, and the axial distance to turbine size were investigated. Power coefficients for various test conditions were also compared to see the effect of inlet configurations such as single inlet and dual inlet. For the single inlet, the mean power coefficient appeared to be gradually decreased with increasing distance, and the maximum power was obtained when the turbine diameter was same as the inlet diameter. For the dual inlet, the tendency was similar so that the better result when the turbine diameter was same as the inlet diameter. It is expected that the present methodology can be extensively utilized to harness the high kinetic energy flow of the discharge channel of power plant.

Sensitivity Analysis of a Transient Groundwater Flow Modeling for Tunnel Excavation (터널 굴착에 따른 지하수 유동계의 변화에 대한 수리상수들의 민감도 분석)

  • Jeong Bok- Seon;Koo Min-Ho;Kim Yongje;Lee Jin-Yong
    • The Journal of Engineering Geology
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    • v.14 no.3 s.40
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    • pp.287-300
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    • 2004
  • By using a simple conceptual model, a sensitivity analysis is performed to examine the effects of changing model parameters on the model outputs, the groundwater discharge and the radius of influence, induced by tunnel construction. The results indicate that the model outputs are most sensitive to the tunnel depth and the hydraulic conductivity, and their sensitivities vary with time. It is also revealed that the sensitivity of the specific yield in- creases constantly with time, and therefore it is as important as the hydraulic conductivity for constructing a wet-system tunnel. A transient model is suggested to simulate the stepwise tunnel excavation and the watertight lining. The model is used for a tunnel construction site to predict groundwater mow into the tunnel and the transient response of the surrounding aquifer system. The predicted results are highly sensitive to the hydraulic conductivites assigned by model calibration. Thus, a postaudit should be made to reduce the uncertainty of the predictive model.

A Study Leaner-Centered Interactive Design for Web-Based Instruction (웹기반 교육을 위한 학습자 중심의 인터랙티브 디자인에 관한 연구)

  • Pang, Su-Young;Bae, Yong-Geun
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2007.06a
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    • pp.883-886
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    • 2007
  • This study examined contents of interaction that played an important role in learners' accomplishment of educational goals at web-based educational system. The purpose of the study was to find out design strategies of web-based education website that could give learners more satisfactory interaction. The study firstly investigated concept and values of web-based education as well as interaction by literature study to analyze web-based educational design principles at actual web-based education websites from point of view of interaction and to examine what factors should be used and reinforced at existing teaching. The findings were as follow: Web-based education websites made use of interaction with 'each design factor', such as colors, texts and images, etc that were based on communication designs to give 'information' by systematic interaction more than by social interaction.

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LED Fiber-Optic Lighting Devices Developed for Medical Assistance for the Local Treatment Retractor (국부치료를 위한 Retractor용 LED 광섬유 의료보조조명 장치 개발)

  • Eo, Ik-soo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.2
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    • pp.666-671
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    • 2016
  • This paper introduces a device providing close local lighting to the affected part, where the operation-purpose astral lamp alone cannot shed light directly, in an operation room of hospitals or clinics, which helps clinical doctors perform safe treatment of the affected part deep inside a human body. This medical assisting lighting is a device necessary to prevent fatal operation failures, which can occur with minute operation processes, such as tumor removal or angiorrhaphy. The components, such as the light source and power supply were designed to be low power consuming and small in size, have a narrow angle lens was used to increase the light spreading effect and focused illumination. The end-caps of the light transmission device using an optical cable and the lighting device were designed in the waterproof type to enable disinfection of these devices after use for the next patients. According to the measurement of the light source properties made after development of the retractor lighting device, the illumination intensity was 490 lux, the brightness was $11,550cd/m^2$, general color rendering index was 78, color temperature was 11,000K, and the intensity distribution was even, which were confirmed to be adequate for medical assisting local lighting.

The Effect of Aspect Ratio on the Aerodynamic Characteristics of an Insect-based Flapping Wing (곤충 모방형 플래핑 날개의 공력특성에 관한 가로세로비 효과)

  • Han, Jong-Seob;Chang, Jo-Won;Jeon, Chang-Soo
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.40 no.8
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    • pp.662-669
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    • 2012
  • The effect of aspect ratio (AR) on the aerodynamic characteristics of a flapping wing was examined to analyze the design parameters of an insect-based MAV. The experimental model constructed with 4-bar linkages was operated in a water tank with the condition of a low Reynolds number. A water-proof micro-force load cell was fabricated and installed at the root of the wing which is made of a plexiglas. The wing shapes were based on the planform of a fruit fly wing. The ARs selected were 1.87, 3.74 and 7.48 and the Reynolds number was fixed at $10^4$. For AR=1.87 and 3.74, distinct lift peaks which indicate unsteady effects such as 'wake-capture' were observed at the moment of the start of the wing-stroke. However, for AR=7.48, no unsteady effects were observed. These phenomena were also observed in the delayed rotation case. The results indicate that a larger AR provides better aerodynamic performance for the insect-based flapping wing which can be applied in MAV designs.

Oil Leakage Characteristics of Asphalt Mastic Waterproofing Membrane Coating According to Particle Size and Content of Organic/Mineral Extender (유·무기질 체질안료 입도 및 함량에 따른 아스팔트 매스틱 도막방수재의 누유 특성)

  • Park, Jin-Sang;Kim, Dong-Bum;Park, Wan-Goo;Kim, Young-Sam;Shin, Hong-Chol;Oh, Sang-Keun
    • Journal of the Korea Institute of Building Construction
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    • v.21 no.1
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    • pp.51-59
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    • 2021
  • In this study, the purpose of this study was to quantitatively grasp the specific correlation between the raw material and the occurrence of leakage by analyzing the characteristics of leakage by adjusting the type and content of the raw material constituting the asphalt mastic coating waterproofing material. To this end, two raw materials, CA (calcium carbonate) and ASE (anti-sedimentation), which are organic and mineral extender for asphalt mastic waterproofing membrane coating, were selected. viscosity and oil leakage stability (20 ℃, 40 ℃) was evaluated. As a result of the evaluation, the oil leakage stability and viscosity were inversely proportional to the CA average particle size, and it was quantitatively proven that a correlation in proportion to the ASE content was established. The results of this study are expected to be used as core data for basic mixing design in the future mixing studies to improve leakage of asphalt mastic waterproofing membrane coating.