타당성 평가지표를 활용한 터널식 공동구 설치가능지역 검토 (Review of the installable area of multi-utility tunnel using feasibility assessment indexes)
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- 한국터널지하공간학회 논문집
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- 제21권6호
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- pp.795-810
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- 2019
본 논문에서는 공동구 도입에 대한 계획 및 설계 단계 이전에 공동구 설치가능 지역과 연장을 개략적으로 결정할 수있는 방법에 대한 연구를 진행하였다. 이를 위하여 자료획득이 가능하며 지역적 특성을 반영하고 있는 교통량, 인구밀도, 방재지수(종사자수) 및 시가화율 4개의 타당성 지표를 사용하였다. 서울시 공동구 설치 가능 지역 중 터널식으로 설치 가능한 노선에 대한 타당성 지표의 평균값과 최소값을 고려하여 설치 기준을 설정하였다. 분석대상 지역은 14개의 권역을 기준으로 200개 지역을 대상으로 하였다. 분석결과 타당성 지표의 최소값을 기준으로 터널식 공동구는 교통량 및 인구 등이 많은 39개 지역에 설치가 적합한 것으로 나타났다. 반면, '군' 단위 등은 '시, 구'에 비하여 인구가 넓게 분포되어 공동구 설치가 적합하지 않은 것으로 분석되었다. 또한 각 지표의 최소값을 중심으로 지표값이 커질수록 터널식 공동구 설치 지역이 줄어듦을 알 수 있었다.
회전교차로는 영국, 프랑스 등에서 70년대 이후부터 발전하여 현재 유럽을 비롯한 호주, 미국 등 세계 여러 나라에서 운영되어 관련 연구가 끊임없이 지속되고 있으며, 최근 회전교차로를 적극 도입하고 있는 우리나라에서도 이에 맞춰 적극적인 홍보 및 연구가 계속 되고 있다. 하지만 선행연구들은 회전교차로의 안전성 및 운영 효율성에 관한 연구들이 대부분을 차지하고 있고, 회전교차로 설계지침 및 관련연구에서 명확한 보행자 관련 설치기준 및 영향을 제시하지 않고 있다. 설계지침에서 제시하고 있는 최대 교통량에서 보행자에 의한 영향까지 고려한다면, 첨두시간과 같은 시점에서는 오히려 회전교차로가 비효율적으로 운영 될 수 있다. 즉, 첨두시 이외의 시간에는 회전교차로가 효율적으로 운영 되지만, 특정 시간대에는 차량 통행량 및 보행자 수에 따라 회전교차로의 운영개선을 검토해 볼 수 있다. 본 연구에서는 특정시간이나 첨두시의 교통량 및 보행자수를 가정하여 보행자수에 따른 회전교차로의 접근로별 용량변화를 살펴보고, 보행자 수가 증감함에 따른 회전교차로에서의 보행신호 적용 타당성 및 그에 따른 신호운영 방안을 제시하였다. 현장자료를 이용한 시뮬레이션 분석을 통해 회전교차로 보행신호의 설치효과 및 적용방안을 검토하였고, 보행신호를 적용한 회전교차로의 설치 시, 일반 회전교차로에 비해 지체감소 효과가 있는 것을 확인하였다.
Objective: Due to current selection practices for increased egg production and peak persistency, the production profile, age at maturity, and body weight criteria for commercial layers are constantly changing. Body weight and age at the time of photostimulation will thus always be the factors that need to be adequately addressed among various production systems. The current study was carried out to determine the effects of pullets' body weight (low, medium, and heavy) on their performance, welfare, physiological response, and hormonal profile. Methods: With regard to live weight, 150 16-week-old pullets were divided into three groups using a completely randomized design (CRD) and held until the 50th week. One-way analysis of variance was used to evaluate the data under the CRD, and the least significant difference test was used to distinguish between treatment means. Results: In comparison to the medium and light birds, the heavy birds had higher body weight at maturity, an earlier age at maturity, and higher egg weight, eggshell weight, eggshell thickness, egg yolk index, breaking strength, egg surface area, egg shape index, egg volume, and hormonal profile except corticosterone. However, the medium and light birds had lower feed consumption rates per dozen eggs and per kilogram of egg mass than the heavy birds. Light birds showed greater body weight gain, egg production, and egg specific gravity than the other categories. At 20 weeks of age, physiological response, welfare aspects, and catalase were non-significant; however, at 50 weeks of age, all these factors-aside from catalase-were extremely significant. Conclusion: The findings of this study indicate that layers can function at lower body weights during photostimulation; hence, dietary regimens that result in lighter pullets may be preferable. Additionally, the welfare of the birds was not compromised by the lighter weight group.
최근 패션산업에서는 고객의 니즈가 다양해지고 공급 리드타임이 크게 단축됨에 따라 최신 유행을 즉각 반영한 디자인, 빠른 상품 회전율로 승부하는 패스트 패션이 각광받고 있다. 또한, 기업간 경쟁도 심화되면서 얼마나 신속하게 효율적으로 고객의 니즈를 만족시킬 것인가가 패션산업의 중요한 성공요인으로 강조되고 있다. 따라서, 다품종 소량 신속생산이 강조되는 패스트 패션 산업에서는 트랜드 변화에 신속 대응을 지원하는 지능형 신속대응시스템(Intelligent Quick Response System : IQRS) 구축 및 지원을 절실히 요구하고 있다. 본 논문은 패스트 패션 산업 IQRS 구축에서 요구되는 신속대응 프로세스 수립, 지능적 판단을 지원하는 신속대응 기준 및 실행, 신속대응 물량 산정 및 시기 의사결정 모델을 제시하였다. 또한, 신속대응 의사결정의 합리성을 검증할 수 있는 KPI(Key Performance Indicator)를 설계하여 모델의 신뢰도를 향상시켰다. 제시된 각 모델은 A사의 ERP 구현사례를 통해 실용성을 검증하였다.
During my stay in the Netherlands, I have studied the following, primarily in relation to the Mokpo Yong-san project which had been studied by the NEDECO for a feasibility report. 1. Unit hydrograph at Naju There are many ways to make unit hydrograph, but I want explain here to make unit hydrograph from the- actual run of curve at Naju. A discharge curve made from one rain storm depends on rainfall intensity per houre After finriing hydrograph every two hours, we will get two-hour unit hydrograph to devide each ordinate of the two-hour hydrograph by the rainfall intensity. I have used one storm from June 24 to June 26, 1963, recording a rainfall intensity of average 9. 4 mm per hour for 12 hours. If several rain gage stations had already been established in the catchment area. above Naju prior to this storm, I could have gathered accurate data on rainfall intensity throughout the catchment area. As it was, I used I the automatic rain gage record of the Mokpo I moteorological station to determine the rainfall lntensity. In order. to develop the unit ~Ydrograph at Naju, I subtracted the basic flow from the total runoff flow. I also tried to keed the difference between the calculated discharge amount and the measured discharge less than 1O~ The discharge period. of an unit graph depends on the length of the catchment area. 2. Determination of sluice dimension Acoording to principles of design presently used in our country, a one-day storm with a frequency of 20 years must be discharged in 8 hours. These design criteria are not adequate, and several dams have washed out in the past years. The design of the spillway and sluice dimensions must be based on the maximun peak discharge flowing into the reservoir to avoid crop and structure damages. The total flow into the reservoir is the summation of flow described by the Mokpo hydrograph, the basic flow from all the catchment areas and the rainfall on the reservoir area. To calculate the amount of water discharged through the sluiceCper half hour), the average head during that interval must be known. This can be calculated from the known water level outside the sluiceCdetermined by the tide) and from an estimated water level inside the reservoir at the end of each time interval. The total amount of water discharged through the sluice can be calculated from this average head, the time interval and the cross-sectional area of' the sluice. From the inflow into the .reservoir and the outflow through the sluice gates I calculated the change in the volume of water stored in the reservoir at half-hour intervals. From the stored volume of water and the known storage capacity of the reservoir, I was able to calculate the water level in the reservoir. The Calculated water level in the reservoir must be the same as the estimated water level. Mean stand tide will be adequate to use for determining the sluice dimension because spring tide is worse case and neap tide is best condition for the I result of the calculatio 3. Tidal computation for determination of the closure curve. During the construction of a dam, whether by building up of a succession of horizontael layers or by building in from both sides, the velocity of the water flowinii through the closing gapwill increase, because of the gradual decrease in the cross sectional area of the gap. 1 calculated the . velocities in the closing gap during flood and ebb for the first mentioned method of construction until the cross-sectional area has been reduced to about 25% of the original area, the change in tidal movement within the reservoir being negligible. Up to that point, the increase of the velocity is more or less hyperbolic. During the closing of the last 25 % of the gap, less water can flow out of the reservoir. This causes a rise of the mean water level of the reservoir. The difference in hydraulic head is then no longer negligible and must be taken into account. When, during the course of construction. the submerged weir become a free weir the critical flow occurs. The critical flow is that point, during either ebb or flood, at which the velocity reaches a maximum. When the dam is raised further. the velocity decreases because of the decrease\ulcorner in the height of the water above the weir. The calculation of the currents and velocities for a stage in the closure of the final gap is done in the following manner; Using an average tide with a neglible daily quantity, I estimated the water level on the pustream side of. the dam (inner water level). I determined the current through the gap for each hour by multiplying the storage area by the increment of the rise in water level. The velocity at a given moment can be determined from the calcalated current in m3/sec, and the cross-sectional area at that moment. At the same time from the difference between inner water level and tidal level (outer water level) the velocity can be calculated with the formula
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
본 연구에서 수행한 Model 시뮬레이션에 의한 열환경 분석 기법은 지역별로 다양한 기상여건 하에서 대상온실의 난방 및 냉방부하를 보다 합리적으로 예측할 수 있을 뿐만 아니라 냉방이나 난방용 시스템의 결정을 비롯한 난방대책을 수립하고, 에너지 이용 전략의 수립이나 계절적인 작부계획 수립, 온실산업용 적지선정 등에 유익하게 활용될 수 있을 것이라 판단된다. 본 연구에서는 온실의 적극적인 환경조절 유형을 난방과 냉방의 두 가지로 대별하고, 난방 소요열량 산정을 비롯하여 야간의 보온 커튼효과, Heating Degree-Hour 산정 등 난방과 관련된 시뮬레이션은 동적 모형을 이용하여 시간별, 일별 및 월별로 검토하였으며, 환기를 비롯한 차광, 증발냉각시스템의 효과 분석은 정적모형을 이용하여 검토하였다. 특히 하절기 지하수와 같은 저온수를 직접 이용하거나 Heat Pump를 통하여 확보될 수 있는 저온수를 이용하여 온실의 피복면에 살수함으로서 확보할 수 있는 온실냉방효과를 검토하는 데는 1.2m