• Journal of Environmental Impact Assessment
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• v.13 no.2
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• pp.73-86
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• 2004

The objective of this research was to estimate residents' willingness-to-pay using contingent valuation method and to investigate their environmental sensibilities prior to conduct the costbenefit analysis on the watershed management program of integrated sewerage construction and operation in the catchment of Dam Chung-Ju. A set of questionnaire was prepared and asked to 1,200 residents at downstream area as well as upstream area of Dam Chung-Ju. As a result, environmental sensibility of the residents living in the catchment of upstream of Lake Chung-Ju seemed very high. However, the substantial practice in their own life for conserving their environment was inactive, although residents' efforts trying to collect and dispose garbages in separate containers and to minimize the waste discharge load were actually made. The willingness-to-pay on each month for 20 years was estimated as 4,841 wons for the openended question and 3,411 wons for the close-ended question. Factorial analysis was also performed to obtain correlation among the questions asked. Seven groups of the correlated questions were identified and their contribution to the estimated willingness-to-pay was analyzed.

• International conference on construction engineering and project management
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• 2015.10a
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• pp.604-605
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• 2015

To secure quality of dam construction needs appropriate construction duration. Tight construction schedule may have negative influence on infrastructure quality, work safety and maintenance cost. It is necessary to reflect proper construction duration in the planning phase. There have been standards for estimating construction duration of building and industrial complex development but dam construction have not. In order to estimate construction duration of CFRD, feasible study reports and design reports were analyzed to acquire available information. After that, considering on construction duration methods such as comparison with similar cases, approximate estimating formula, approximate quantity assumption were adapted to Critical Path items. Hence, this study present framework for construction duration estimating of CFRD in the planning phase. This framework can be applied other types of dam along the same line.

• JOURNAL OF ELECTRICAL WORLD
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• no.1 s.73
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• pp.38-42
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• 1983

• Water Engineering Research
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• v.1 no.2
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• pp.107-117
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• 2000

Streamflow patterns at two gauging stations in Korea, An-Dong dam and Chung-Ju dam, are statistically analyzed in relation to EI Nino/Southern Oscillation (ENSO). As a measure of ENSO, the Southern Oscillation Index (SOI) is used on a monthly and seasonal basis. The traditional correlation analysis shows that cross correlations of the SOI with the seasonal streamflow are generally weak. To investigate the relationship between the extreme values of the SOI, which represent the EI Nino and La Nina events, and the corresponding streamflow patterns, the composite analysis is employed in this study. The composite analysis demonstrates that when EI Nino occurs, seasonal streamflows at An-Dong and Chung-Ju dams during the period from September of the EI Nino year to February of the following year appear to be drier than their means.

• Journal of Korea Water Resources Association
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• v.33 no.5
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• pp.593-601
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• 2000

Analyzing monthly inflows of the Chung-Ju Dam associated with EI Nino Southern Oscillation (ENSO), Kim and Lee(2000) reported that the fall and winter inflows in EI Nino years tended to be low while those in La Nina years tended to be high. This study proposes a methodology of employing such a teleconnection between ENSO and inflow in reservoir operations. The ENSO information is used as a hydrologic state variable in stochastic dynamic programming (SDP) to derive a monthly optimal rule for operating the Chung- Ju Dam. An alternative operating rule is also derived with the SDP with no hydrologic state variable. Both of the SDP operating rules are simulated and compared to examine the value of using the ENSO information in operations of the Chung-Ju Dam. The simulation results show that the operating rule using the ENSO information increases energy generation and reliability of water supply as well as reduces spill. spill.

• Journal of Ocean Engineering and Technology
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• v.21 no.1 s.74
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• pp.25-30
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• 2007

Most of dams and reservoirs were made from natural materials, such as soil, sand and gravel. This type of hydraulic structure has the danger of collapse by overflow during a flood. Freeboard is the vertical distance between the crest of the dam and the full supply level in the reservoir. It must be sufficient to prevent overtopping from over flow. Thus, freeboard determination involves engineering judgment, statistical analysis, and consideration of the damage that would result from the overtopping of a hydraulic structure. This study attempts to calculate the wave height in dam, which is needed for the determination of the freeboard of the dam. Chung-ju dam is selected as the study area. Using the empirical formulas, the wave heights in dam were calculated, and the results were compared with those by the SWAN model, which is a typical wave model. The difference between the calculated results from the empirical formulas and those by the SWAN model is considerably large. This is because empirical equations consider only fetch or fetch and wind velocity, while the SWAN model considers depth and topography data as well.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.22 no.1
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• pp.21-27
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• 2004

It will be a real good news fer the people who were lost their hometown by the construction of a large dam to be restored to the farmer state. Focused on Cheung-pyung around where most part were submerged by the Chungju large Dam founded in eurly 1980s, It used remote sensing image restoration Technique in this study in order to restore topographical features before the flood with stereo effects. We gathered comparatively good satellite photos and remotely sensed digital images, then its made a new fusion image from these various satellite images and the topographical map which had been made before the water filled by the DAM. This task was putting together two kinds of different timed images. And then, we generated DEM including the outskirts of that area as matching current contour lines with the map. That could be a perfect 3D image of test areas around before when it had been water filled by making perspective images from all directions included north, south, east and west, fer showing there in 3 dimensions. Also, for close range visiting made of flying simulation can bring to experience their real space at that time. As a result of this experimental task, it made of new fusion images and 3-D perspective images and simulation live images by remotely sensed photos and images, old paper maps about vanished submerged Dam areas and gained of possibility 3-D terrain image restoration about submerged area by large Dam construction.

• Journal of Electrical Engineering and information Science
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• v.3 no.2
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• pp.145-150
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• 1998

For practical application of the concept of chaos, we propose a chaotic state machine as a sequential system. Chaotic state machine which is suggested and implemented in this paper has chaotic motions relying on the dynamics only through the deterministic chaos function. Also, we present and verify that the properties of chaotic state machine is equal to the characteristics of chaos.

• The Journal of Internal Korean Medicine
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• v.12 no.2
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• pp.113-128
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• 1991

This study has been carried out to investigate Pyu-Juk ( 肺積 ), Pyu-Ong ( 肺癰 ), Pyu-Ju ( 肺疽 ), Pyu-Am ( 肺癌 ) by referring to 56 literatures. The results were obtained as follows; 1. The treatllent-method of Pyu-Juk ( 肺積 ) are Ik Ki ( 益氣 ), SuI Yem Wha ( 洩陰火 ), So Juk ( 消積 ), Wha Juk ( 化積 ), Son Juk ( 損積 ), Ma Juk ( 摩積 ) Jo Chil Gi ( 調七氣 ), and herbs are Sik Bun Tang ( 息賁湯 ), Sik Bun Hwan ( 息賁丸 ), O Juk Hwan ( 五積丸 ), Ban ha Tang ( 半夏湯 ), Gil Gyung Tang ( 桔梗湯 ), Dae Chil Gi Tang ( 大七氣湯 ), Chil Gi Hwan ( 七氣湯 ) , Ga Gam Sik BlDl Hwan ( 加減息賁丸 ), Bil Rang San ( 檳郞散 ). 2. The treatment-method of Pyu-Ong ( 肺癰 ) Yang pyu ( 養肺 ), Yang Hyul ( 養血 ), Yang Gi ( 陽氣 ), Chung Geam Youn Pye ( 淸金潤肺 ), Hal Dam Bae Nong ( 豁痰排膿 ), Saeng Gi ( 生肌 ), herbs are Gil Gyung Tang ( 桔梗湯 ), Jung Ryuk Dae Jo Sa Pyu Tang ( ??大棗瀉肺湯 ), Chung Geom Wy Gyung Tang ( 千金 葦莖湯 ) Hwang Gi tang ( 黃嗜湯 ), Hyun Sam Chung Pyu Eum ( 玄蔘淸肺飮 ), Sip Mi Hwan ( 十味丸 ), Gil Gyung Baek San ( 桔梗白散 ), So Hong Eum ( 消膿飮 ), Sam Gi Bo Pyu Tang ( 蔘嗜補肺湯 ), sam Chul Gun Bi Tang ( 蔘朮健脾湯 ), Chung Pyu Gil Gyung Tang ( 淸肺桔梗湯 ), Yu Sung Hwan ( 如聖丸 ). 3. The treatment-method of Pyu-Ju ( 肺疽 ) are Be Bi ( 補脾 ), Bo Pyu ( 補肺 ), herbs are Hwang Gi Gum Jung Tang( 黃嗜補裨湯 ), lnSamBoPyuSan (人蔘補肺散) 4. The treatment-method of Pyu-Am ( 肺癌 ) are Bal Han ( 發汗 ), Chung Yul Hae Dok ( 淸熱解毒 ), Gang Hwa Do Dam ( 降火導痰 ), Hwa Rak Hwa a ( 和絡化瘀 ) Ik Pyu ( 益肺 ), Gun Bi ( 健脾 ), Ja Eum Yun Pyu ( 滋陰潤肺 ), Gi Hu Yang Bo ( 氣虛兩補 ), herbs are Gyul Yua Hae Dok Tang ( 莖熱解毒湯 ), Gang Hwa Jae ( 降火劑 ), Chil Yul Do Dam Tang ( 治熱導痰湯 ), Chong Ho Byul Gap Tang ( 靑蒿鱉甲湯 ), Ga gam Gil Gyung Tang ( 加減桔梗湯 ), Sang Mak San ( 生脈散), Yuk Mi Ji Hwang Tang ( 六味地黃湯 ), Baek Hap Go Geum Tang ( 百合固金湯 ), Dae Be Won Jun ( 大補元煎 ), Ga Mi Jae Che Bo Pyu Tang ( 加味載體補肺湯 ).

• Journal of Korea Water Resources Association
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• v.41 no.11
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• pp.1143-1152
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• 2008

Korea is located in a monson area, so that 2/3 of precipitation is fallen down in rainy season and dry season has few rainfall. Also, water quality gets worse during dry season by shortage of water. In this paper, the method, which is a physical way to improve water quality by dilution through over supplied water from big reservoir or dam, is analyzed at Han-river basin. For the sake of the analysis, the basin is divided in 33 catchments and each catchments' natural flow is simulated by SWAT-K and the future water demand is estimated by using statistics data. It is considered that Han-river basin has two big reservoirs(Chung-ju dam, So-yang gang dam) and potential discharge by dam is calculated through case of supply water from each dam and supply water from both dams.