• 화약ㆍ발파
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• 제9권4호
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• pp.3-12
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• 1991

The cautious blasting works had been used with emulsion explosion electric M /S delay caps. Drill depth was from 3m to 6m with Crawler Drill 70mm on the calcalious sand stone (soft-moderate-semi hard Rock) . The total numbers of feet blast were 88. Scale distance were induces 15.52-60.32. It was applied to Propagation Law in blasting vibration as follows .Propagtion Law in Blasting Vibration V=k(D/W/sup b/)/sup n/ where V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites(m) W ; Maximum Charge per delay -period of eight milliseconds or more(Kg) K : Ground transmission constant, empirically determind on the Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents Where the quantity D/W/sup b/ is known as the Scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagrorized in three groups. Cabic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge delay Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom and over loom distance because the frequency is varified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30m--under 100m----V=41(D/ W)/sup -1.41/-----A Over l00m---------V=121(D/ W)/sup -1.56/-----B K value on the above equation has to be more specified for furthur understand about the effect of explosives. Rock strength, And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

• 유기물자원화
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• 제26권1호
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• pp.13-19
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• 2018

서울시 25개 자치구는 수거거점 확보, 수거시스템과 처리시스템의 연결, 간이 선별 등을 목적으로 생활폐기물 적환장을 운영하고 있다. 그러나 적환장시스템이 효율적으로 운영 가능한 총운반거리 등 구체적인 적환장 운영조건에 대해 분석한 국내사례는 없다. 본 연구는 적환장 운영 여부, 발생원으로부터 적환장까지의 운반거리, 적환장의 건물형태 등을 변화시키면서 수거비용의 변화를 관찰하였다. 그 결과 적환장이 쓰레기 배출원에 근접할수록, 적환장의 건설비가 저렴할수록 수거비용은 감소하였고, 건물 없는 적환장의 확보가 가능한 지역은 총운반거리가 15 km이상만 되어도 적환장을 운영하는 것이 운영하지 않는 경우보다 유리한 것으로 나타났다. 그러나 지하시설물로 적환장을 확보해야하는 지역에서는 유효한 총운반거리가 35 km이상으로 늘어났다.

• Journal of Nutrition and Health
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• 제30권8호
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• pp.904-910
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• 1997

Evaluation of soy milk as an iron-rich milk substitute was conducted by feeding commercial soy milk , cow milk and mixed formula(soy and cow milk) to Wistar rats for 8 weeks. Body weight gains were significantly lower in the soy milk and mixed formula groups. Hematocrit, serum iron concentration and TIBC (total iron binding capacity) were measured to determine the iron status of the rats. In these respects, the iron status of the soy milk group was normal. Both serum iron concentration and TIBC as well as hematocrit were abnormal in the cow milk group , which is indictive of severe iron deficiency . Although hematocrit was normal in the mixed formula group, serum iron concentration was lightly low. The work capacities of each group were correlated with serum iron concentration and tIBC rather than hematocrit. The running distance of the soy milk group was about 10 -fold longer than that of the cow milk group. Soy milk may be considered an iron- rich substitute for cow milk due to its higher iron content and bioavailability.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.1090-1095
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• 2008

Track geometry changes by traffic loads. The bigger the changes are, the worse the riding comfort and running stability of train. This is so-called track irregularity and is the most important quality parameters of ballasted track. To objectively assess track irregularity, track geometry should be able to be measured. Practically, railway companies use moving chord method, which determine versine values via a chord. The versine is the vertical distance to curve measured in the middle of the chord. This type of method measures only versine of track irregularity curve by transfer function from the characteristics of measuring device. In this report, review the characteristics of two types of measuring tools by comparing the measurements. The one is GRP-1000 system, optical surveying system with Total station and lazar prism trolley. This calculates track geometry by surveying absolute coordinates of two points each on both rail heads. The other is EM-120, measures versine with 10m of symmetrical chord length.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.3180-3186
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• 2011

A segmented scissors type switch has been developed for the urban transit maglev demonstration line to be commercialized near Incheon International Airport in 2013. Based on the design of the previous segmented 3-way switch, the scissors switch is composed of four segmented 2-way switches up/down and left/right and a turn table in the mid point. The main function of the scissors switch is to change the running direction of the train at end terminals. The developed scissors switch is planned to be installed in front of the 102 station, which has a side platform, of the demonstration line. The total length of the switch is 65m and the distance between the up and down track centerlines is 6m. The 2-way switches and turn table are made of steel box type beams, and have their own driving unit, locking unit, control unit, levitation and propulsion rails, and so on. Installed in the factory, a 100,000-cycle continuous operation test was carried out after manual and automatic test operations. The applicapability of the developed switch was verified through the measurements of the linearity of the track after repetitive operations, the mechanical operation noise, the load of the main driving motor, the safety of the control panel, the natural frequency of the girder, the deformation of the girder, and so on.

• 암석학회지
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• 제22권4호
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• pp.273-289
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• 2013

강하화산재는 농업과 기반시설에 다양한 형태의 피해를 발생시킬 수 있는 악명 높은 재해이며, 특별히 항공과 인체 건강에 가장 유해하다. 본 연구는 백두산 화산으로부터 폭발적 분화에 의하여 화산재가 확산되고 퇴적되는 것을 모델링하기 위한 목적으로 개념적인 모델 설계를 논의하고자 한다. 이는 모델의 가정과 경계 조건에 대한 토의와 더불어 개념적인 모델의 상세 다이어그램, 가능한 입력 파라미터, 단위, 방정식에 대한 논의를 포함한다. 모델에 포함되어 있는 두 가지 주요 과정은 화산재의 확산과 퇴적이며, 만약 모델이 설계되면 모델을 실행시켜 얻을 수 있는 것은 분연주에 포함된 미세 화산재의 총량, 화산재의 이동 거리, 지표면에 침적되는 화산재 두께 등이다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1647-1652
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• 2008

Track geometry consists of tangent and curved lines, which caused undesirable changes in initial track geometry by traffic loads. The bigger the changes are, the worse the riding comfort and running stability of train. This is so-called track irregularity and is the most important quality parameters of ballasted track. To be able to objectively assess track irregularity, track geometry should be able to be measured. Practically, railway companies use moving chord method, this method determine versine values via a chord. The versine is the vertical distance to curve measured in the middle of the chord. This type of method measures only versine of track irregularity curve by transfer function from specific property of measuring tool. In this report, review the characteristics of two types of measuring tools by comparing the measurements. The one is GRP-1000 system, optical surveying system with Total station and lazar prism trolly. This calculates track geometry by surveying absolute coordinates of two points each on both rail heads. The other is Trackmaster, measures versine with 2m of chord length.

• Environmental Engineering Research
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• 제19권2호
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• pp.151-155
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• 2014

This study compares the effects of flow on oil and suspended solids removal efficiencies in circular enhanced gravity plate separator equipped with coalescence medium. Coalescence medium acts to capture rising oil droplets and settling solid particles and assist in the coalescence of oil and coagulation of solid. The circular separator uses an upflow center-feed perforated-pipe distributor as the inlet. The co-current flow is achieved using 4 increasing sizes of frustum, whereas cross flow uses inclined coalescence plates running along the radius of the separator. The different arrangement gave the cross flow separator a higher coalescence plan area per operational volume, minimal and constant travelling distance for the oil droplets and particles, lower retention time, and higher operational flowrate. The cross flow separator exhibited 6.04% and 13.16% higher oil and total suspended solids removal efficiencies as compared to co-current flow.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.624-631
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• 2022

Highway Rest Areas are envisioned to provide an accessible space for rest and parking for travelers, especially those driving a long distance. In addition, modern highway Rest Areas provide many amenities to highway users, including wifi service, picnic tables, litter barrels, running water, public telephones, and sometimes even free coffee. Various studies were conducted in the domain of Rest Area facility design and their operating costs in different states; however, limited studies were conducted on the maintenance costs of these facilities. Therefore, this study's main objective is to compute the annual maintenance cost of Rest Areas in the state of Nevada. This study also analyzes the main cost categories of the maintenance works. The raw cost data of Nevada Rest Area maintenance from 1990 to 2012 were collected from the Nevada Department of Transportation (NDOT). Results show that the maintenance cost fluctuated over the study period; the maintenance cost decreased from 1991 to 2004 and then increased until 2012. The primary cost categories of maintenance work are labor, equipment, and material costs. Among these, labor cost was the largest category with 56 percent of the total maintenance cost, followed by equipment cost and material cost. The findings of this study may help NDOT and other transportation agencies plan their budget for future Rest Area maintenance activities.

• 한국운동역학회지
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• 제29권1호
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• pp.33-41
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• 2019

Objective: This study aimed to investigate the effect of diminished plantar sensation in Y-balance test between chronic ankle instability (CAI) patients versus Healthy individuals. Method: A total of 90 subjects and CAI group (N=45) (age: $24.49{\pm}2.52yrs$, height: $173.53{\pm}8.20cm$, weight: $69.62{\pm}12.92kg$) and healthy group (N=45) (age: $24.85{\pm}2.70yrs$, height: $170.27{\pm}7.70cm$, weight: $66.04{\pm}11.60kg$) participated in this study. Participants were tested on the anterior (ANT), posterolateral (PL), and posteromedial (PM) reach directions of the Y-Balance Test before and after a 10-minute of plantar cutaneous sensation application using ice ($2^{\circ}C$). Normalized reach distances were measured 3 times each direction. Results: We observed a decrease in reach-distance scores for the reach directions after diminished plantar cutaneous sensation in all reach directions (p<.01). Also, we observed a decrease in reach-distance scores for the PL, and PM reach directions between groups (p<.05). Conclusion: Our results indicated that dynamic postural control was adversely affected immediately after diminished plantar cutaneous sensation between CAI group and healthy group. Future research may suggest that determine the studies involving more realistic dynamic movement, such as walking or running, landing.