• Journal of Environmental Science International
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• v.32 no.10
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• pp.675-684
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• 2023

In this study, the water supply reliability of the andong and Imha dam was analyzed using inflow data for 360 months from 1993 to 2022 through allocation model. First, in the analysis results of additional water supply to Deagu city, the water supply reliability of Rule (B) was the highest at 86% for andong dam, 84% for imha dam, and 80% for the control point. However, when the planned supply was supplied, the analysis results showed 94%, 93%, and 90%. Next, in the quantitative reliability analysis results, when considering additional water supply to Deagu city, Rule (A), Rule (B), and Rule (C) were analyzed as 88%, 88%, and 88%, respectively, based on the control point. When supplying the planned water supply, the quantitative reliability analysis results were 95% equally based on Rule (A), Rule (B), and Rule (C). Because of evaluating the two reliability methods, the number of shortages increases significantly when additional water is supplied to Daegu City, but the shortage is generally 5-7%, resulting in a relatively small shortage compared with the increase in the number of shortages. In the case of resilience and vulnerability, additional water supply to Daegu City takes more than two months to restore than the existing planned water supply, and the average shortage was calculated to be smaller than that of supplying the planned water. According to the results of the analysis, Andong dam has an average water storage of 130x106 m² and Imha dam has 50x106 m². In this deficient water supply can be compensated by water from the Nakdong river.

• Journal of Korean Society of Environmental Engineers
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• v.30 no.8
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• pp.760-767
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• 2008

A watershed model was constructed using HSPF(Hydrological Simulation Program - Fortran) for predicting flow and suspended solid in the Imha dam watershed. The whole watershed was divided into 33 sub-watersheds in the watershed model, which was calibrated for flow using measured data from 2001 to 2007. The accuracy of watershed model prediction was evaluated using statistical coefficients of R$_{eff}$(Nash-Sutcliffe), R$^2$(Correlation coefficient) and graphical comparison. Then, the model was calibrated for suspended solid using field data measured during 3 major rainfall events in July 2006, and then validated against data obtained in 2 rainfall events from July to August in 2007. Overall, the model showed good agreements with the field measurements for flow and suspended solid. The watershed model constructed in this study can provide flow and suspended solid entering the Imha reservoir and will be utilized for turbid water management in linkage with reservoir water quality models.

• Journal of Practical Agriculture & Fisheries Research
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• v.25 no.3
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• pp.5-13
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• 2023

This study aims to assess the water quality of the Eoran and the Imha aquafarm with different aquafarm environments in Haenamn-gun, and analyzed the composition of total amino acids (TAAs) and free amino acids (FAAs) in three Neopyropia dentata cultivars (Yuldo, Supum1 and 2) in two aquafarms. Mean water temperature ranged from 22.9 to 10.9℃ during September to November 2018. In Eoran aquafarm, the water quality analysis showed that NO₂-N was high in September, NH₄-N and COD in October, and NO₃-N, DIN, and DIP in November. In Imha aquafarm, the water quality analysis showed that NH₄-N and COD was high in September, NO₃-N and DIN in October, and NO₂-N and DIP in November. We confirmed the proximate composition, amino acid composition (TAA/FAA) in two auqufarms. In the Eoran aquafarm, the 'Yuldo' cultivar had significantly higher crude lipid content than two other cultivars (Supum 1 and 2). The 'Supum1' cultivar had significantly higher moisture content, whereas the highest content of crude protein, crude lipid, crude ash, and carbohydrates was found in the 'Supum2' cultivar. In the Imha aquafarm, the content of crude lipid and crude ash was highest in the 'Yuldo' cultivar. The highest content of crude protein and carbohydrates was found in the 'Supum1' cultivar, while the 'Supum2' cultivar had the highest content of moisture. The highest concentration of glutamic acid belong to TAAs is observed in all cultivars from Eoran and Imha aquafarm, while all cultivars in two aquafarm also contained higher content of alanine among the detected FAAs.

• Proceedings of the Korean Society of Environment and Ecology Conference
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• 2008.10a
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• pp.99-102
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• 2008

• Proceedings of the Korean Society of Environment and Ecology Conference
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• 2010.04a
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• pp.108-111
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• 2010

• Proceedings of the Korea Water Resources Association Conference
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• 2005.09b
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• pp.1209-1210
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• 2005

• Proceedings of the Korean Society of Environment and Ecology Conference
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• 2006.10a
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• pp.72-74
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• 2006

• Proceedings of the Zoological Society Korea Conference
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• 2003.08a
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• pp.151.1-151
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• 2003

No Abstract, See Full Text

• Environmental Engineering Research
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• v.25 no.1
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• pp.123-128
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• 2020

Non-point source pollutant load reductions were calculated using the Hydrologic Simulation Program-Fortran (HSPF) model under the assumption that landuse pattern was changed according to land purchases. Upon the simulation of non-point pollutant and areas with high land purchase ratios to select a buffer zone, the Namgang dam Reach 11, Imha dam Reach 10, and the Reach 136 watershed of the main river were found to rank high for the construction of buffer zones. Assuming that the forms of the purchased lands were changed to wetlands, biological oxygen demand (BOD) loads were changed through the HSPF model. No changes of BOD were present in the Namgang dam and the Imha dam watersheds. BOD loads in Reach 136 according to landuse change were analyzed through a flow duration analysis based on the total maximum daily loads of the United States. The flow duration analyses undertaken to examine changes in BOD of main river Reach 136 watershed indicated a shift of 0.64 kg/d from 3.16 to 2.52 during high flow. The change of BOD under the conditions of moist, mid-range and dry were 11.9%, 9% and 4.5%. At the low flow condition, the variation range in the BOD load was from 0.58 kg/d to 0.41 kg/d.

• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.1335-1339
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• 2004

A hydro-geomorphologic change in a sand bed channel reach and vegetation expansion by changes in the How regime is analyzed in this study. Field and aerial photo surveys, basic hydrological analysis about flow regime change due to two dams, Andong Dam and Imha Dam, on the upstream river and computer modeling are conducted. Two Dams in the study reach have obviously affected downstream channel in many ways including the bed particle coarsening, vegetation expansion on the sandbars and following river channel braiding. The phenomenon of no vegetation on the large point bar in front of Hahwe Village seems due to disturbance of the sandbar surface probably due to the cross flow in the meander reach during the flood. Another reason for no vegetation is that the sandbar on this reach has lower subsurface water lovels, as compared with the others in the up- and downstream of the reach where vegetation expanded, which would hinder vegetation from germinating and growing on the sandbar.