1-D DAM-BREAK FLOOD-WAVE PROPAGATION ON DRY BED

[1] Abbott M.B., 1979, COMPUTATIONAL HYDRAU

[2] BELLOS CV, 1984, 5TH P INT C WAT RES

[3] CHEN C, 1980, J HYDR ENG DIV-ASCE, V106, P535

[4] CHEN CI, 1980, J HYDR ENG DIV-ASCE, V106, P747

[5] CHERVET A, 1970, SCHWEIZERISCHE BAUZE, V88

[6] Chow V.T., 1959, OPEN CHANNEL HYDRAUL

[7] COOLEY RL, 1976, J HYDR ENG DIV-ASCE, V102, P759

[8] Cunge J. A., 1980, PRACTICAL ASPECTS CO

[9] DIMONACO A, 1984, P HYDROSOFT C PORTOR

[10] DIMONACO A, 1982, FINITE ELEMENTS WATE

[1] Abbott M.B., 1979, COMPUTATIONAL HYDRAU

[2] BELLOS CV, 1984, 5TH P INT C WAT RES

[3] CHEN C, 1980, J HYDR ENG DIV-ASCE, V106, P535

[4] CHEN CI, 1980, J HYDR ENG DIV-ASCE, V106, P747

[5] CHERVET A, 1970, SCHWEIZERISCHE BAUZE, V88

[6] Chow V.T., 1959, OPEN CHANNEL HYDRAUL

[7] COOLEY RL, 1976, J HYDR ENG DIV-ASCE, V102, P759

[8] Cunge J. A., 1980, PRACTICAL ASPECTS CO

[9] DIMONACO A, 1984, P HYDROSOFT C PORTOR

[10] DIMONACO A, 1982, FINITE ELEMENTS WATE