ERROR ANALYSIS OF CONVENTIONAL DISCRETE AND GRADIENT DYNAMIC-PROGRAMMING

[1] OPTIMUM RESERVOIR OPERATING POLICIES AND IMPOSITION OF A RELIABILITY CONSTRAINT [J]. WATER RESOURCES RESEARCH, 1974, 10 (01) : 51 - 56

[2] ON THE THEORY OF DYNAMIC PROGRAMMING [J]. PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 1952, 38 (08) : 716 - 719

[3] Bellman R., 1957, DYNAMIC PROGRAMMING

[4] Bellman R. E., 1962, APPL DYNAMIC PROGRAM

[5] Buras N., 1963, J HYDRAUL DIV, V89, P111, DOI [10.1061/JYCEAJ.0000949, DOI 10.1061/JYCEAJ.0000949]

[6] BUTCHER W, 1971, WATER RESOUR B, V17, P115

[7] COLLADO JM, 1984, THESIS U IOWA IOWA C

[8] DAHLQUIST G., 1974, NUMERICAL METHODS

[9] Davis, 1975, INTERPOLATION APPROX, DOI 10.1112/jlms/s1-39.1.568

[10] EFFICIENT TRANSITION DEFINITION FOR DISCRETE STATE RESERVOIR ANALYSIS - DIVIDED INTERVAL TECHNIQUE [J]. WATER RESOURCES RESEARCH, 1975, 11 (06) : 867 - 873

[1] OPTIMUM RESERVOIR OPERATING POLICIES AND IMPOSITION OF A RELIABILITY CONSTRAINT [J]. WATER RESOURCES RESEARCH, 1974, 10 (01) : 51 - 56

[2] ON THE THEORY OF DYNAMIC PROGRAMMING [J]. PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 1952, 38 (08) : 716 - 719

[3] Bellman R., 1957, DYNAMIC PROGRAMMING

[4] Bellman R. E., 1962, APPL DYNAMIC PROGRAM

[5] Buras N., 1963, J HYDRAUL DIV, V89, P111, DOI [10.1061/JYCEAJ.0000949, DOI 10.1061/JYCEAJ.0000949]

[6] BUTCHER W, 1971, WATER RESOUR B, V17, P115

[7] COLLADO JM, 1984, THESIS U IOWA IOWA C

[8] DAHLQUIST G., 1974, NUMERICAL METHODS

[9] Davis, 1975, INTERPOLATION APPROX, DOI 10.1112/jlms/s1-39.1.568

[10] EFFICIENT TRANSITION DEFINITION FOR DISCRETE STATE RESERVOIR ANALYSIS - DIVIDED INTERVAL TECHNIQUE [J]. WATER RESOURCES RESEARCH, 1975, 11 (06) : 867 - 873