Evaluation of Debris Transport on Containment Floor during Pool Filling-up to Continuous Flow Phase Following a LOCA

For the purpose of evaluation of debris transport on containment floor of nuclear power plants, a model to calculate the transient flow field on the floor is developed. Two-dimensional shallow water equation (SWE) is solved by finite volume method (FVM) with unstructured triangular grid. The predict...

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Bibliographic Details
Published inJournal of Thermal Science and Technology Vol. 4; no. 3; pp. 382 - 390
Main Authors BANG, Young Seok, LEE, Gil Soo, CHOI, Yong-Seok, HUH, Byung Gil, OH, Deog-Yeon, WOO, Sweng-Woong
Format Journal Article
LanguageEnglish
Published Tokyo The Japan Society of Mechanical Engineers and The Heat Transfer Society of Japan 01.01.2009
Japan Science and Technology Agency
The Japan Society of Mechanical Engineers
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Summary:For the purpose of evaluation of debris transport on containment floor of nuclear power plants, a model to calculate the transient flow field on the floor is developed. Two-dimensional shallow water equation (SWE) is solved by finite volume method (FVM) with unstructured triangular grid. The predictor-corrector method with an approximate Riemann solver of the Harten-Lax-van Leer (HLL) scheme is used to reserve second order accuracy in time and to capture water spreading on dry bed. An experiment of a dam-break is simulated. The present model is also applied in the calculation of the flow field of actual containment and the prediction result is discussed in terms of the transient behavior including the water spreading and the transient flow rates entering the Holdup Volume Tank (HVT).
ISSN:1880-5566
1880-5566
DOI:10.1299/jtst.4.382