RAINFALL GENERATION - NONSTATIONARY TIME-VARYING MULTIDIMENSIONAL MODEL

[1] BRAS RL, 1972, THESIS MASS I TECHNO

[2] BRAS RL, 1975, 196 MASS I TECHN RM

[3] DELFINER P, 1973, S DISPLAY ANALYSIS S

[4] Eagleson P. S., 1970, DYNAMIC HYDROLOGY

[5] OPTIMUM DENSITY OF RAINFALL NETWORKS [J]. WATER RESOURCES RESEARCH, 1967, 3 (04) : 1021 - &

[6] EAGLESON PS, 1971, SYSTEMS APPROACH HYD, P210

[7] GANDIN LS, 1965, OBJECTIVE ANALYSIS M

[8] GRAYMAN WM, 1971, 138 MASS I TECHN RM

[9] HARRIS RI, 1971, 3 CONSTR IND RES INF

[10] Hinze I O, 1959, TURBULENCE INTRO ITS

[1] BRAS RL, 1972, THESIS MASS I TECHNO

[2] BRAS RL, 1975, 196 MASS I TECHN RM

[3] DELFINER P, 1973, S DISPLAY ANALYSIS S

[4] Eagleson P. S., 1970, DYNAMIC HYDROLOGY

[5] OPTIMUM DENSITY OF RAINFALL NETWORKS [J]. WATER RESOURCES RESEARCH, 1967, 3 (04) : 1021 - &

[6] EAGLESON PS, 1971, SYSTEMS APPROACH HYD, P210

[7] GANDIN LS, 1965, OBJECTIVE ANALYSIS M

[8] GRAYMAN WM, 1971, 138 MASS I TECHN RM

[9] HARRIS RI, 1971, 3 CONSTR IND RES INF

[10] Hinze I O, 1959, TURBULENCE INTRO ITS