CHINESE JOURNAL OF COMPUTATIONAL PHYSICS ›› 1984, Vol. 1 ›› Issue (2): 237-244.

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NUMERICAL SOLUTION OF SATURATED-UNSATURATED SEEPAGE FLOW UNDER RAPID CHANGE OF THE WATER SURFACE LEVEL

LEI GUANG-YAO1, ZHANG SUO-CHUN1, GAO JI2   

  1. 1. Institute of Applied Mathematics, Academia sinica;
    2. Institute of Hydraulic Science, Committee of Hydraulic engineering of Yellow River
  • Received:1984-05-28 Online:1984-12-25 Published:1984-12-25

Abstract: The implicit alternating-direction-iteration method is used to solve question of saturated-unsaturated seepage flow under rapid change of the water surface level. The numerical.results of Akai model are given and compared with experimental results.It is found that the numerical results given in this paper are in good agreement with experimental results and better than results by finite element method.The numerical results of komada model are close to results by finite element method.