• Tunnel and Underground Space
• /
• v.13 no.5
• /
• pp.353-361
• /
• 2003

For RMR and Q rock mass classification at the design and construction stage, evaluation of groundwater condition is usually based upon the experience due to the restriction of available methods. Based on the results of Taejon LNG Pilot Cavern which acquire joint water pressure, inflow rate of ground water and hydraulic conductivity model, estimates from numerical analysis and analytical solutions were compared to verify each evaluation method. As the result, the Raymer(2001) approach was found to be efficient for estimating inflow rate and corresponding value.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2007.05a
• /
• pp.899-903
• /
• 2007

본 연구에서는 제방붕괴에 의한 제내지 홍수파 거동 해석의 일환으로 제방붕괴시 제방의 붕괴깊이에 따른 제내지에서의 홍수파의 거동 양상을 수리실험을 통하여 고찰하였다. 다양한 제방붕괴폭과 초기하도수위 및 제방붕괴고 조건에 대해 범람홍수파의 전파속도와 제내지에서의 최대수심의 변화를 실험을 통하여 관찰하였다. 범람홍수파 선단(wave-front)의 이동속도는 동일한 하도수위조건에서는 붕괴고가 높을수록 감소하는 것으로 나타나 제방붕괴시 월류수심 $H_w$가 범람홍수파 전파속도에 영향을 준다는 것을 알 수 있었다. 모든 실험조건에서 최대수심은 일정한 경향을 띠고 있음을 알 수 있었다. 제방인근 지점에서 최대수심이 가장 크게 나타났고, 붕괴부로부터 일정 지점이 지나면 수위가 급격히 감소하여 거리에 관계없이 일정한 최대수심을 유지하는 것을 알 수 있었다. 동일 수위조건이라면 제방붕괴고가 낮을수록 제내지로 유입되는 유량이 증가하여 초기에 제방붕괴부 주위에서 수심이 높아지는 것으로 분석할 수 있다. 실험결과를 이용하여 범람홍수파의 전파속도와 최대수심을 산정하는 식을 무차원변수를 이용하여 제시하였다.

• KOREAN JOURNAL OF CROP SCIENCE
• /
• v.61 no.1
• /
• pp.17-24
• /
• 2016

Drought caused by global climate change is one of serious problems for rice cultivation. However, it was little reported the impact of drought on rice cultivation in Korea. In here, to assess impact of drought on rice varieties in Korean climate condition, growth characteristics and yield components of rice were compared on irrigated and partially irrigated rice paddy field. First, we have chosen 11 rice varieties including 'Saeilmi' and 'Shindongjin' which are widely cultivated in Korea. For partially irrigated rice paddy treatment, we have withheld irrigation from 25 days after transplanting and water supply was totally dependent on rainfall for rice cultivation. When we examined early plant height and tiller number of these varieties on partially irrigated rice paddy were reduced 1.6% to 18.4% and 10.4% to 33.1%, respectively, and these reduction rate were highly correlated with yield loss in our experimental conditions. Among rice yield components, panicle number was decreased 10.5% to 30.1% according to rice varieties and reduced panicle number was highly correlated with yield loss. Grain number per panicle, grain filling rate and 1,000 seeds weight did not have correlation with yield loss of rice varieties. These result means that growth stage, especially the tillering stage, is seriously affected by drought on rice cultivation in Korea. And we suggest that 'Saeilmi', 'Ilmi' and 'Ilpum' are good for rice cultivation on drought prone rice field in Korea.

• Journal of Wetlands Research
• /
• v.13 no.1
• /
• pp.149-160
• /
• 2011

This study developed a HSI for the creatures in Hongcheon River in order to analyze the conditions proper for habitats. For the index, the investigator identified a total of seven items encompassing hydraulic characteristics such as flow velocity and water depth, and water quality characteristics such as water temperature, BOD, DO, TN, and TP. The subject river was simulated, inspected, and revised with a two-dimensional river model (RMA-2) and water quality model (QUAL2E). Using GIS, the developed index was divided by section by reflecting river characteristics and compared and analyzed with the statistics. The river was divided into a total of 29 reaches by reflecting the basic characteristics and the features of the hydraulic coefficient on the cross-sections of the river. According to the analysis results, the fish scored the highest mean of the overall habitat suitability index of 0.769 at reach 27. Each of the variables had the following mean values: 0.122 m/s for flow velocity, 0.782m for water depth, $14.3^{\circ}C$ for water temperature, 0.68 mg/l for BOD, 10.3 mg/l for DO, 2.4 mg/l for TN, and 0.0121mg/l for TP.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.20 no.2
• /
• pp.168-175
• /
• 2008

In this study, we estimated the discharge capacity of Solicheon sluice gate in Gunjang national industrial complex by hydraulic physical scale model test and FLOW-3D. It was showed that the discharge capacity of gate carried by physical model test and numerical analysis was similar.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
• /
• 2013.10a
• /
• pp.11-12
• /
• 2013

수리조선산업은 기술 및 노동집약적 산업으로 기계, 철강, 전기전자, 화학 등 연관산업에 대한 생산 유발효과 및 고용효과가 높은 산업이다. 또한 연계 산업에 대한 직접적인 생산증가 효과와 선원 체류에 따른 부가가치 증가 등의 부수효과를 함께 고려할 때 지역경제에 대한 기여도가 높은 산업적 역할을 수행하고 있으며, 특히 부산 경남 울산 지역은 세계 5위권 전후에 해당하는 해운물동량을 처리하는 입지조건과 신조선 분야 1위의 우수한 기술 및 노동력을 보유하고 있다. 이러한 긍정적인 측면에도 불구하고 여러 요인들로 인해 수리조선산업이 경쟁력이 확보되지 못하고 있는 실정이며, 2013년 들면서 부산항의 컨테이너 물동량 실적이 7위로 하락하고 있는 실정이다. 따라서 본 연구에서는 부산항을 중심으로 수리조선산업 공급망 관리를 위하여 정보화 네트워크 구축사례를 분석하고, 이를 통하여 수리조선산업 정보화 네트워크의 성공적인 구축 방안을 모색하고자 한다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2007.05a
• /
• pp.1018-1022
• /
• 2007

본 연구는 친수공간 확보에 따른 경관호안 블록의 개발과 홍수시 수리적 안정성을 가져올 수 있는 블록의 규격은 물론 블록의 형상에 따른 상호 맞물림과 블록간의 고정 등 수리적으로 안정성을 제공해 주는지를 수리모형실험을 통해서 분석하였다. 바닥 사석공에서는 아무런 맞물림이 없는 상태에서보다는 맞물림을 주었을 경우가 안정성이 크게 나왔고 그 맞물림의 량이 많은 조건으로 실험한 육각형 다이아몬드블록의 결과가 안정성이 더 크게 나왔다. 사석의 경사시공에서는 횡적구속만 주었을 경우보다는 종·횡적구속을 주었을 경우가 안정성이 크게 나와 두방향의 구속이 필요함을 보여주었다. 이러한 실험결과는 블록의 크기, 형상 및 맞물림에 따른 유속, 수심, Froude수, Shields수, 바닥전단응력, 입자 Reynolds수의 분석을 통해 얻었다.

• Journal of Soil and Groundwater Environment
• /
• v.13 no.2
• /
• pp.36-43
• /
• 2008

A method estimating unsaturated hydraulic conductivity using Guelph permeameter was developed and applied to the Ddanseom area of Kimhae in Nakdong River basin where the facilities producing bank-filtrated groundwaters are currently under construction. It is believed that the hydraulic conductivity values obtained from this study are useful in determination of recharges through unsaturated zone or from the river. The distribution of the surface hydraulic conductivity shows that sediments are finer downstream, implying the downstream part of Ddanseom has the higher potential of groundwater production.

• The Journal of the Korea Contents Association
• /
• v.13 no.5
• /
• pp.485-492
• /
• 2013

The point sand bars of Hahoi Village on Nakdong River have undergone considerable changes including fluvial and vegetation characteristics due to flood regulation by the dams constructed upstream. In this study, the numerical fluvial/sediment and water quality model, KU-RLMS, is applied to the aquatic area near Hahoi Village (middle/upper region of the Nakdong River) for clarifying the mechanisms of changes in hydraulic and aquatic characteristics. The fixed-bed hydraulic experiment was carried out for horizontal two-dimensional numerical model. The numerical simulation reveals that flow is accelerated near the left bank of Booyongdae downstream of the Hahoi Village area. Circulatory flow pattern was observed at the right bank downstream of Hahoi Village. The simulation was in good agreement with the hydraulic/physical experiment. For the discharge of design flood, at the area of circulatory flow pattern, the superelevation of about 1.0 m at the right bank was predicted compared to the left bank of high flow velocity, which is also in good agreement with hydraulic experiment.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.10 no.1
• /
• pp.49-57
• /
• 2008

One of the most important design concerns for undersea tunnels is to establish design water load and flow rate. These are greatly dependent on the hydraulic factors such as water head, cover depth, hydraulic boundary conditions. In this paper, the influence of the hydraulic design factors on the ground loading and the inflow rate was investigated using the coupled finite element method. A horse shoe-shaped tunnel constructed 30 m below sea bottom was adopted to evaluate the water head effect considering various water depth for varying hydraulic conditions and relative permeability between lining and ground. The effect of cover depth was analysed for varying cover depth with the water depth of 60 m. The results were considered in terms of pore water pressure, ground loading and flow rate. Ground loading increases with an increase in water head and cover depth without depending on hydraulic boundary conditions. This points out that in leaking tunnels an increase in water depth increases seepage force which consequently increases ground loading. Furthermore, it is identified that an increase in water head and cover depth increases the rate of inflow and a decrease in the permeability ratio reduces the rate of inflow considerably.