• Title/Summary/Keyword: 하도(河圖)

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The Vibration Effect by Induced Pulsation Pressure to the Fatigue Crack of the Dampener Fitting Welding Zone (항공기용 유압 펌프의 맥동 압력에 의한 감쇄기 용접부위 균열 개선 연구)

  • Shin, Jae Hyuk;Kim, Tae Hwan;Kang, Gu Heon;Ha, Do Jun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.7
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    • pp.677-687
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    • 2017
  • Aircraft can often be exposed to a variety of environments and vibrations such as engine, hydraulic pump, aerodynamic force. These may cause cracking and destruction of the mechanical structure and sub-components by high-cycle fatigue. The axial piston type pump which is usually applied to the aircraft hydraulic pump can be necessarily accompanied by the fluid pulsation by continuous rotation of the axial piston. The fatigue crack was identified at the dampener fitting welding zone to prevent vibration damping during the running of aircraft equipped with this type of pulsation hydraulic pump. In order to understand the root cause of this matter, fracture and component analyses were carried out and also integral type dampener fitting was applied to prevent recurrence of the crack as a subject of design improvements. Structural integrity stress analysis, fatigue analysis, qualification test and aircraft system equipped test was conducted to verify the design validity in application to integral type dampener fitting. The test results were sufficiently satisfactory with the demand lifetime of the material from the various types of test as conducted and the subject of design improvement in this study could be objectively evaluated that shall be applied to the operational aircraft.

Assessment on Flood Characteristics Changes Using Multi-GCMs Climate Scenario (Multi-GCMs의 기후시나리오를 이용한 홍수특성변화 평가)

  • Son, Kyung-Hwan;Lee, Byong-Ju;Bae, Deg-Hyo
    • Journal of Korea Water Resources Association
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    • v.43 no.9
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    • pp.789-799
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    • 2010
  • The objective of this study is to suggest an approach for estimating probability rainfall using climate scenario data based GCM and to analyze changes of flood characteristics like probability rainfall, flood quantile and flood water level under climate change. The study area is Namhan river basin. Probability rainfalls which is taken 1440 minutes duration and 100-year frequency are estimated by using IPCC SRES A2 climate change scenario for each time period (S0: 1971~2000; S1: 2011~2040; S2: 2041~2070; S3: 2071~2100). Flood quantiles are estimated for 17 subbasins and flood water level is analyzed in the main channel from the downstream of Chungju dam to the upstream of Paldang dam. Probability rainfalls, peak flow from flood quantile and water depth from flood water level have increase rate in the range of 13.0~15.1 % based S0 (142.1 mm), 29.1~33.5% based S0 ($20,708\;m^3/s$), 12.6~13.6% in each S1, S2 and S3 period, respectively.

Operation analysis and application of modified slope-area method for the estimation of discharge in multi-function weir (다기능보의 방류량 산정 개선을 위한 운영 분석 및 수정 경사-면적법의 적용)

  • Oh, Ji-Hwan;Jang, Suk-Hwan;Oh, Kyoung-Doo
    • Journal of Korea Water Resources Association
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    • v.51 no.8
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    • pp.687-701
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    • 2018
  • A multi-function weir is representative control structure in the stream flow. Estimation of accurate flood discharge according to gate operations and prediction of floodwave travel times at the downstream are very important in terms of water use and river management. This study analyzed the limitation and improvement through the current gate operation data on the Young-san river. in addition, flood discharge was calculated considering lower and upper water level condition and gate operating using the modified slope-area method in the Seoung-chon weir. As a result, the current state was required improvement because exceed the theoretical range and rapidly fluctuation of discharge coefficient, can not be considered difference between the upper and lower water level and the estimation by the regression equation. As a result of applying the proposed method in this study, the above mentioned limitations can be compensated, compared with the current discharge data. Also it was analyzed as more physically valid because using the evaluated hydraulic equation and estimate the slope and friction loss of natural stream by iteration and to reduce the error. In conclusion, the process carried out serves as a representative flow control point of the water system through reliable discharge estimation, it is expected that it will be possible to properly river management.

3 Dimensional Changes of Bedrock Surface with Physical Modelling of Abrasion (마식에 의한 기반암면의 표면 변화에 대한 실험 연구)

  • Kim, Jong-Yeon
    • Journal of the Korean Geographical Society
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    • v.42 no.4
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    • pp.506-525
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    • 2007
  • Incision into bedrock channel is the primary control of landform evolution, but research into bedrock incision process stagnated for long time. Due to the scaling problem of the application of results from flume studies to bedrock channel, there is a strong need to simulate the bedrock incision process with more realistic models. As a part of investigation into controls of bedrock channel incision, three-dimensional changes of rock surface with abrasion was investigated with physical modelling. 18 rock plates were abraded with various sediment particle size and sediment load and abraded surfaces of the plates were scanned with high resolution 3-D scanner. To identify the spatial pattern of erosion of the rock plates, various methods were used. There was no synthetic or holistic method that showed all features of bedrock plate produced by abrasion, so each plate was analyzed using some available methods. Contour maps, shaded relief maps and profiles show that abrasion concentrated on the centre of plate (cross profile) and upstream and downstream edges (longitudinal profile) and eroded area extended inwards. It also found that the cracks and boundaries of forming materials easily eroded than other parts. Changing patterns of surface roughness were investigated with profiles, regression analysis and spectral analysis. Majority of plates showed decrease in small-scale roughness, but it depends on microstructures of the plates rather than general hardness or other factors. SEM inspection results supported this idea.

Preparation and Properties of Flame Retardant Epoxy Resins Containing Phosphorous/Silicone Components (인/실리콘 함유 난연성 에폭시 수지의 제조 및 물성)

  • Kim, Chang-Heon;Ha, Do-Young;Lee, Young Hee;Lee, Dong-Jin;Kim, Han-Do
    • Clean Technology
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    • v.23 no.4
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    • pp.378-387
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    • 2017
  • To obtain epoxy resin with permanently attached flame-retardant groups, phosphorus compound containing di-hydroxyl group [10-(2,5-dihydroxyphenyl)-9,10-dihydro-9-oxa-10-phospha phenanthrene-10-oxide, DOPO-HQ] and silicone compound containing di-hydroxyl group (polydimethylsiloxane, hydroxyl terminated, PDMS) were reacted with uncured epoxy prepolymer (diglycidyl ether of bisphenol A, DGEBA) and then cured using 4,4-diaminodiphenylmethane (DDM) as a crosslinking agent. The properties of the resulting epoxy materials were characterized using Fourier transform infrared (FTIR) spectrometer, differential scanning calorimetry (DSC), thermogravimetric analysis (TGA), limiting oxygen index (LOI) test/vertical burning test (UL 94-V test), tensile properties test and impact test. This study examined the effect of phosphorus/silicone compound contents on the thermal/mechanical properties and flame retardancy of cured epoxy resins containing phosphorus and silicone compounds. It was found that the thermal/mechanical properties of epoxy resins containing phosphorus and silicone components were higher than those of simple epoxy resin. The flame-retardancy (LOI: 29.9 ~ 31.8% and UL 94-V: V-0) of all samples containing phosphorus compound and phosphrous compound/silicone compound was found to be passed the flame-retardant requirements (LOI: > 30%, UL 94-V: V-0) of LOI and vertical burning tests. However, the flame-retardancy (LOI: 21.4% and UL 94-V: no rating) of simple epoxy resin was found to be failed the flame-retardant requirements.

Determination of Ecological Flow at the Confluence of Nakdong River and Gumho River Using River2D (River2D를 이용한 낙동강-금호강 합류부의 생태유량 산정)

  • Seo, Il Won;Park, Inhwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.3
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    • pp.947-956
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    • 2013
  • In this study, WUA (Weighted Usable Area) was calculated to determine ecological flow at the confluence of Nakdong River and Gumho River by using River2D. To calibrate River2D, simulation results of River2D were compared with calibrated HEC-RAS simulation results and the optimum parameters were determined. After parameter calibration, WUA of Zacco platypus and Zacco temmincki which are dominant species in Nakdong River was calculated with changing upstream flowrate. From the result, WUA is changed according to flowrate and growth stage. In the flowrate-WUA/A graph, ecological flow can be determined as $33.3m^3/s{\sim}39.96m^3/s$ in Nakdong River and $3.6m^3/s{\sim}4.32m^3/s$ in Gumho River. After dredging for Four major rivers restoration project, WUA of Zacco platypus and Zacco temmincki were calculated by using the ecological flow. The results show that WUA after dredging are decreased when compared with undredged condition. WUA of Common carp is 2~3 times bigger than WUA of Zacco platypus and Zacco temmincki at the dredged condition in Nakdong River.

A Two-dimensional Hydraulic Analysis Considering the Influence of River Inflow and Harbor Gate in the Bay (Harbor Gate와 유입하천의 영향을 고려한 만내의 2차원 수리해석)

  • Lee, Jae Joon;Lee, Hoo Sang;Shim, Jae Sol;Yoon, Jong Ju
    • Journal of Korea Water Resources Association
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    • v.48 no.1
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    • pp.45-55
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    • 2015
  • In this study, when seawall or harbor gate is installed for coastal disaster prevention, a two-dimensional water analysis in the bay is carried out to consider the flood amount of river inflow and effect of harbor gate. The Yeongsan river and the port Mokpo area are selcected for the study region. Then, by analyzing the hydraulic characteristics of flood flow of the Yeongsan river, we analysed the compatibility of the results in the two-dimensional hydrodynamic model. A tw-odimensional water analysis were conducted for the four cases considering whether a harbor gate is installed or not, and whether the inland water boundary condition is considered or not, also with open sea boundary condition. The results of the two-dimensional water analysis shows that water level change near the port Mokpo area is mainly caused by the discharge of the estuary barrage of the Yeongsan river because the harbor gate was installed. In addition, it is revealed that the volume of reservoir created by the harbor gate and the estuary barrage is too much small compared to the volume of the discharge from the Yeongsan river. Therefore, when the harbor gate is installed in the open sea, we concluded that a flexible management between the harbor gate and the estuary barrage of the Yeongsan river is required. A initial water level of the bay and outflow from the harbor gate are proposed for disaster prevention in the coastal area of port Mokpo.

Anlaysis of the Effects Resulting from Hydraulic Structure on River Flow (수공구조물이 하천흐름에 미치는 영향분석)

  • Kwon, Taek-Hoon;Choi, Seung-Yong;Nam, Ki-Young;Han, Kun-Yeun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.164-164
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    • 2011
  • 우리나라는 하상의 평균경사가 급하고 하상계수가 크게 나타나며, 소하천에서의 돌발홍수가 빈발하게 일어나 국내 실정에 적합한 하천 해석 기술을 이용한 바람직한 하천 거동해석이 매우 중요하다고 할 수 있다. 홍수 시 하천의 만곡부나 협착부에서의 흐름은 기본적으로 2차원 흐름으로 서 이 경우 하천 흐름의 수위와 유속 분포는 1차원 하천 모형으로 모의할 수 없다. 특히 우리나라와 같이 하천에 하구둑, 보, 기타 하천 구조물이 많은 경우에는 2차원적인 흐름 해석은 경우에 따라 필수적이다. 본 연구에서는 개발모형인 RAM2 모형을 4대강 살리기 사업이 진행되고 있는 실제유역인 낙동강유역에 적용하여 모형의 적용성을 검증을 위해 그 결과를 실측치와 기존의 법용 프로그램인 RMA-2 모형과 비교하여 모형의 적용성을 입증하였다. 또한 보와 교각과 같은 수공구조물의 설치에 따른 하천흐름의 양상을 파악하기 위하여 RAM2 모형을 달성보 구간에 적용하여 보의 설치 전 후에 대하여 모의를 실시함으로써 모형의 적용성을 입증하였다. 본 연구에 적용된 달성보 구간은 낙동강 살리기 22공구 사업구간으로 중심부에 다기능보가 위치하고 있다. 하천 준설 후, 대상구간 내 보를 설치함으로 인하여 보설치 전 후의 대상구간의 상 하류 하도의 홍수위와 유속분포 등 하천흐름의 양상을 검토하였다. 4대강 살리기 사업에 따라 실제하천의 준설 후 구간내의 전체하도 및 주요 시설물 주위의 하천 흐름을 정확하게 재현하기 위하여 요소망을 조밀하게 구성하고, 안정적인 해를 구하기 위하여 사각형과 삼각형의 복합망으로 낙동강하천정비계획의 측량자료와 GIS프로그램과 SMS를 이용하여 수치모형을 위한 2차원 유한요소망을 구성하였다. 본 연구에서는 보설치 전 후의 대상구간의 상 하류의 홍수위 영향과 유속분포 등 하천흐름의 양상을 연구하기 위하여 대상구간에 대하여 100년 빈도, 500년 빈도의 홍수사상에 대하여 모의를 실시하고 결과를 분석하였다. 하천에서의 흐름, 유사, 오염물 해석을 위한 2차원 유한요소모형은 수자원의 지속적 확보기술의 초석이 될 뿐만 아니라, 필요에 따라서는 하천생태계 보존 및 관리를 위해서도 적용될 수 있어, 수생태계 개선과 친수환경 조성에 크게 기여할 수 있겠다. 또한 하천에서의 흐름, 유사, 오염물 해석을 위한 2차원 유한요소모형을 활용하여 적절한 하천개발 및 관리가 이루어질 경우, 하천의 홍수, 갈수, 환경오염에 따른 사회적인 손실을 방지할 수 있을 것이다.

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A Study on the Improvement of River Management System Based on Riverbed Change Data Management Program for Utilization of Advanced Bathymetry Data (선진화된 하천측량자료 활용 및 관리를 위한 하상변동 자료관리 프로그램 기반의 하도유지관리체계 개선에 관한 연구)

  • Jo, Myung-Hee;Kim, Kyung-Jun;Kim, Hyun-Jung
    • Journal of the Korean Association of Geographic Information Studies
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    • v.16 no.3
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    • pp.115-125
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    • 2013
  • The systematic management of river is difficult due to various environmental factors such as season and terrain deformation. Especially, river terrain are rapidly changing by natural and anthropogenic factors such as torrential rain during the summer and river development projects. Thus in this conditions, building the advanced river management system is an essential condition to support the ongoing management of survey data and to acquire data regularly through river terrain survey in order to maintain an active river. The need to build an efficient system have been increased through the enhancement and advancement of River Management Geographic Information Systems(RIMGIS). In this study, database design system and Riverbed Change Data Management Program was developed for systematic management of new river terrain survey data and the efficient use of river data dynamic changes. The key features are construction of river survey data, cross and longitudinal section monitoring and analysis of riverbed change data. Maintenance tasks which can be utilized in river-based architecture was constructed. The expected results are to be able to manage river systematically, and utilization of river topographic survey data efficiently for river maintenance work.

Studies on Nutritional Components of Liver Sausage (간소시지의 영양성분에 관한 연구)

  • Lee, Sook-Mi;Cho, Jung-Soon
    • Korean journal of food and cookery science
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    • v.15 no.6
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    • pp.603-610
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    • 1999
  • The purposes of this study were to investigate the applicability of pork liver in manufacturing sausages and to examine the nutritional components of liver sausages prepared. Sausages containing different proportions of pork liver were manufactured with various processes and were analysed for their nutritional value. Based on the basic recipe for manufacturing sausages, fifteen recipes were proposed with different combinations of ingredients. Sausages manufactured with different methods (sliceable, spreadable, smoked spreadable) and different proportions of liver also were evaluated. The results were obtained as follows : 1. The average contents of moisture, protein, fat, carbohydrate, fiber, ash, and energy were 62.31 %, 15.71 %, 17.12%, 3.88%, 0.24%, 1.48%, and 234.04 kcal/100 g respectively. As the percentage of liver increased, the fat content and total energy were decreased significantly. 2. As the percentage of liver in sausage increased, the content of amino acids including valine, leucine, isoleucine, threonine, lysine, phenylalanine, arginine, aspartic acid, glycine, proline, tyrosine, and cysteine was increased. However, the contents of histidine, methionine, glutamic acid, and alanine were decreased. 3. The vitamin A content of liver sausage was increased by 11 times compared with the control, however, the content of vitamin B was slightly decreased. 4. As the percentage of the liver was increased in sausage, the content of minerals such as calcium, magnesium, phosphorus, sodium, potassium, and iron were increased.

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