• Title/Summary/Keyword: rise velocity

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Ultrasonic Pulse Velocity of Normal Aggregate Concrete and Lightweight Aggregate Concrete at Early age According to Elapsed Time (초기재령에서 보통골재 및 경량골재 콘크리트의 시간경과에 따른 초음파 속도 변화)

  • Kim, Won Chang;Choi, Hyeong Gil;Nam, Jeong Soo;Kim, Gyu Young;Lee, Tae Gyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.11a
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    • pp.61-62
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    • 2021
  • Because of the problem of increasing self-weight due to the enlargement and high-rise of buildings using normal aggregate concrete, the need for structural lightweight aggregate concrete increases. However, early strength prediction is required when placing structural lightweight aggregate concrete, but research is insufficient. In this study, the ultrasonic pulse velocity of normal aggregate concrete and lightweight aggregate concrete was measured at early age. As a result, the ultrasonic pulse velocity of lightweight aggregate concrete was lower than normal aggregate concrete according to elapsed time at early age.

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Unsteady Flow Analysis for the Design of Local Scour Protection by HEC-RAS(UNET) Model in the River Reach Affected by Tide (HEC-RAS 모형에 의한 감조하천구간 부정류 해석 및 세굴보호공 설계)

  • Namgung, Don;Cho, Doo-Chan;Yoon, Kwang-Seok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2005.05b
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    • pp.1138-1142
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    • 2005
  • The tidal river is a river affected by tide, which causes the water level to rise and fall two times everyday periodically. The local velocity across the river could be very fast because of the cross-sectional characteristics of the river even though it's not a rainy season. Therefore extreme local scour could take place around hydraulic structures such as piers and caissons due to backward flow velocity. For the construction of pier foundation of Ilsan-bridge In the Han River, the field observations were performed to get the velocity and water level. The numerical analysis was performed by HEC-RAS(UNET). The relationship between measured maximum velocity and calculated mean velocity is achieved, which is used to estimate the velocity and water level as the construction is proceeding. Countermeasures for scour were designed with the results of the hydraulic analysis to avoid potential damage during construction work. According to the results of monitoring, the velocity increase after temporary road embankment was negligible, from which it is considered that the degradation of main channel compensated for the constriction of cross-section by embankment.

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Nonlinear dynamics and failure wind velocity analysis of urban trees

  • Ai, Xiaoqiu;Cheng, Yingyao;Peng, Yongbo
    • Wind and Structures
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    • v.22 no.1
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    • pp.89-106
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    • 2016
  • With an aim to assess the wind damage to urban trees in more realistic conditions, the nonlinear dynamics of structured trees subjected to strong winds with different levels is investigated in the present paper. For the logical treatment of dynamical behavior of trees, material nonlinearities of green wood associated with tree biomechanics and geometric nonlinearity of tree configuration are included. Applying simulated fluctuating wind velocity to the numerical model, the dynamical behavior of the structured tree is explored. A comparative study against the linear dynamics analysis usually involved in the previous researches is carried out. The failure wind velocity of urban trees is then defined, whereby the failure percentages of the tree components are exposed. Numerical investigations reveal that the nonlinear dynamics analysis of urban trees results in a more accurate solution of wind-induced response than the classical linear dynamics analysis, where the nonlinear effect of the tree behavior gives rise to be strengthened as increasing of the levels of wind velocity, i.e., the amplitude of 10-min mean wind velocity. The study of relationship between the failure percentage and the failure wind velocity provides a new perspective towards the vulnerability assessment of urban trees likely to fail due to wind actions, which is potential to link with the practical engineering.

Flow Measurement in Xylem Vessels of a Bamboo Leaf Using Synchrotron X-ray Micro Imaging (Synchrotron X-ray 미세영상기법을 이용한 식물 목질부 내부 수액 유동의 계측)

  • Kim Yang Min;Lee Sang-Joon
    • 한국가시화정보학회:학술대회논문집
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    • 2003.11a
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    • pp.83-86
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    • 2003
  • Synchrotron X-ray micro imaging technique was employed to non-invasively monitor the water flow inside xylem vessels in a bamboo leaf. The phase contrast X-ray images clearly visualized plant anatomy and the rise of a water front inside the vessels. Consecutive X-ray images taken for 60 seconds revealed water rise kinetics against gravity in the xylem of a cut dry leaf taken from a bamboo tree. For the first time, traces of water rise, variation of contact angle between water and xylem wall as well as the internal structure of xylem were obtained. In xylem vessels, a repeating flow pattern has a typical flow velocity of $30.7{\mu}m/s$ and faster flow is established intermittently. It is concluded that the transmission type of X-ray micro imaging can be used as a powerful tool to investigate the ascent of sap in the xylem vessels at a resolution higher than that of MRI.

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An Experimental Study for the Structure of Conical Vortex at the Low-Rise Building Roof by using a PIV Technique (PIV기법을 이용한 저층 건물 지붕에서 발생되는 원추형 와의 구조에 대한 실험적 연구)

  • Ji, Ho-Seong;Jeong, Eun-Ho;Kim, Kyung-Chun
    • Proceedings of the KSME Conference
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    • 2000.04b
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    • pp.667-672
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    • 2000
  • The Characteristics of the conical vortices on the roof surface of a low-rise building has been investigated by using a PIV(Particle Image Velocimerty) technique. The scaled model of TTU building with 1:92 scaling ratio was used. The Reynolds number based on the free stream velocity and the length of the model was $1.96{\times}10^5$. When the angle of attack for the building model is $45^{\circ}$, the conical vortices are occurred symmetrically and the center of vortices are changed with respect to the angle of the approaching flow. The rotating direction of the conical vortices found to be counter-rotating. The secondary vortex motions are investigated using the instantaneous flow field data.

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Wind Field Change Simulation before and after the Regional Development of the Eunpyeong Area at Seoul Using a CFD_NIMR_SNU Model (CFD_NIMR_SNU 모형을 활용한 은평구 건설 전후의 바람환경 변화 모사 연구)

  • Cho, Kyoungmi;Koo, Hae-Jung;Kim, Kyu Rang;Choi, Young-Jean
    • Journal of Environmental Impact Assessment
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    • v.20 no.4
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    • pp.539-555
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    • 2011
  • Newly constructed, high-rise dense building areas by urban development can cause changes in local wind fields. Wind fields were analyzed to assess the impact on the local meteorology due to the land use changes during the urban redevelopment called "Eunpyeong new town" in north-western Seoul using CFD_NIMR_SNU (Computational Fluid Dynamics, National Institute of Meteorological Research, Seoul National University) model. Initial value of wind speed and direction use analysis value of AWS (Automatic Weather Station) data during 5 years. In the case of the pre-construction with low rise built-up area, it was simulated that the spatial distribution of horizontal wind fields depends on the topography and wind direction of initial inflow. But, in the case of the post-construction with high rise built-up area, it was analyzed that the wind field was affected by high rise buildings as well as terrain. High-rise buildings can generate new circulations among buildings. In addition, small size vortexes were newly generated by terrain and high rise buildings after the construction. As high-rise buildings act as a barrier, we found that the horizontal wind flow was separated and wind speed was reduced behind the buildings. CFD_NIMR_SNU was able to analyze the impact of high-rise buildings during the urban development. With the support of high power computing, it will be more common to utilize sophisticated numerical analysis models such as CFD_NIMR_SNU in evaluating the impact of urban development on wind flow or channel.

Temperature Rise Analysis of Sliding Contact Surfaces in Lubrication Considering Elastic Deformation (탄성변형을 고려한 윤활 상태에서 거친 표면의 미끄럼 접촉온도 해석)

  • Cho Yong-Joo;Kim Byoung-Sun;Lee Sang-Don
    • Tribology and Lubricants
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    • v.22 no.3
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    • pp.137-143
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    • 2006
  • The sliding contact interface of machine components such as bearings, gears frequently operates in lubrication at the inception of sliding failure under high loads, speed and slip. The surface temperature at the interface of bodies in a sliding contact is one of the most important factors influencing the behavior of machine components. Most surface failure in sliding contact region result from frictional heat generation. However, it is difficult to measure temperature rise experimentally. So the calculation of the surface temperature at a sliding contact interface has long been an interesting and important subject for tribologist. The surface temperature rise is related in contact pressure, sliding speed, material properties and lubrication thickness. Though roughness, load, ect all of the condition, are same, film thickness varies with velocity. In this study, surface temperature rise due to frictional heating in lubrication is calculated with various velocities. Surface film shearing and dry solid asperity contact are used to simulate the change of frictional heat in lubricated contact

Analysis of the Condenser Stack Effect in a High-Rise Apartment Building (고층 아파트에서 응축기 적층문제 분석)

  • 최석호;이관수;김인규;이동혁
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.16 no.9
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    • pp.796-803
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    • 2004
  • The stack effect of a new type condenser installed in a high-rise apartment building was studied numerically A sirocco fan is introduced to the new type condenser instead of an axial flow In. The new type condenser intakes the cold air through the lower inlet and exhausts the hot air through the upper outlet. The effects of the building height and frontal wind on the performance of an air-conditioner were analyzed. The performance of an air-conditioner was evaluated by using COP (coefficient of performance) and CGPI (condenser group performance indicator). the hot air was exhausted by the new type condenser at an angle of 50$^{\circ}$ from the outer wall of the building. If there was no draft, the new type condenser installed in the high-rise apartment building had a good performance and its performance on each floor is not influenced by the stack effect. It is shown that the efficiency of the air-conditioner installed in several floors below the top floor decreased when the frontal wind velocity was greater than 8 m/s.

The Characteristic of Wind Pressure of Low-rise Building Located Behind a Circle Wind Fence (원형방풍팬스 후면에 있는 저층건물의 풍압특성)

  • Jeon, Jong-Gil;You, Jang-Youl;You, Ki-Pyo;Kim, Young-Moon
    • Proceeding of KASS Symposium
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    • 2006.05a
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    • pp.102-109
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    • 2006
  • The effects of wind fence on the pressure characteristics around low-rise building model were investigated experimentally. Flow characteristics of turbulences behind wind fence were measured using hot-wire anemometer. The wind fence characterize by varying the porosity of 0 %, 40 % and the distances from the wind fence from 1 H to 6 H with maintaining the uniform flow velocity of 6 m/s. We investigated the overall characterization of the low-rise building by measuring pressure seventy four on model. The effects of porosity fences varied with the porosity of the fence and measurement locations(1H-6H). The 0% porosity proved to be effective for the protection area of 4H to 6H, but the 40% porosity proved to be effective for the protection area of 1H to 6H. The low-rise building of front face was found to be best wind fence for decreasing the mean, maximum and minimum pressure fluctuation.

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Mass Flow Rates and Performance of Natural Smoke Ventilators in High-rise Buildings (초고층건물에서 배연창의 풍량해석 및 배연성능)

  • Lim, Chae-Hyun;Kim, Bum-Gyu;Park, Yong-Hwan
    • Fire Science and Engineering
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    • v.23 no.6
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    • pp.91-97
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    • 2009
  • The mass flow rates and performance of natural smoke ventilators in high-rise buildings with 40, 80, 120 stories were evaluated using CONTAMW tool. The results showed that only limited part of smoke ventilators can have positive exhaust flow in high-rise buildings due to stack effect and wind velocities. In the higher story buildings larger stack effect can overcome outside strong wind effect to give more ventilation performance. The air tightness of the building have strong effect on the exhaust performance of the ventilators to give lower performance with loose air tightness of the exterior walls.