• Proceedings of the Korea Water Resources Association Conference
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• 1996.05a
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• pp.585-590
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• 1996

• Proceedings of the Korea Water Resources Association Conference
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• 1990.07a
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• pp.41-47
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• 1990

• Proceedings of the Korea Water Resources Association Conference
• /
• 1999.05a
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• pp.209-214
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• 1999

• Proceedings of the Korea Water Resources Association Conference
• /
• 1999.05a
• /
• pp.382-387
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• 1999

• Proceedings of the Korea Water Resources Association Conference
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• 2003.05b
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• pp.675-678
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• 2003

• Water for future
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• v.14 no.2
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• pp.22-25
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• 1981

• Proceedings of the KIEE Conference
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• 1997.07c
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• pp.784-786
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• 1997

In this Paper, the effective method of determining the water discharge of a pondage hydro-unit for hydro dispatch is proposed. The water discharge of a pondage hydro-unit can be determined subtracting the spillage discharge from summation of the inflow and the pondage according to variation of the water level of the reservoir. Proposed method calculates the inflow using the duration curve, the water level from initial level on January 1, and the spillage discharge from the water discharge.

• Nuclear Engineering and Technology
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• v.36 no.4
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• pp.285-294
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• 2004

Pressure wave propagation in the discharge piping with a sparger submerged in a water pool, following the opening of a safety relief valve, is analyzed. To predict the pressure transient behavior, a RELAP5/MOD3 code is used. The applicability of the RELAP5 code and the adequacy of the present modeling scheme are confirmed by simulating the applicable experiment on a water hammer with voiding. As a base case, the modeling scheme was used to calculate the wave propagation inside a vertical pipe with sparger holes and submerged within a water pool. In addition, the effects on wave propagation of geometric factors, such as the loss coefficient, the pipe configuration, and the subdivision of sparger pipe, are investigated. The effects of inflow conditions, such as water slug inflow and the slow opening of a safety relief valve are also examined.

• Water for future
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• v.20 no.3
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• pp.247-252
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• 1987

The negative buoyant flow into and through a regulating pond is analysed by numerical scheme. The controlling parameter of density current in the pond is found to be the inflow densimetric Froude number, $Fr_e$. Two vortices are formed and notable at the right corner and above the sunken flow in th pond. For given inflow characteristics, the required outflow temperature, the combination of dimensions of the pond and the residence time of the inflow in the pond are determined.

• Journal of Korean Society of Water and Wastewater
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• v.19 no.2
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• pp.221-227
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• 2005

This study has suggested the base data for decision of maintenance ranking and estimation of maintenance effect in the maintenance project of sewers as based on investigation of the defective rate in the sewer through Infiltration/Inflow(I/I) and CCTV analysis. It also analyzed the correlation between I/I and defective rate of sewer. As the result of this study, (1) Defective items of sewer was found out one item each 12.97m with an average. (2) By regression analysis, I/I has high correlation with defective rate of sewer like that $R^2$ is 0.7806. (3) The first thing in the item with bad influence on the I/I was joint badness and secondary was cross connection.