SENSITIVITY ANALYSIS OF A NON-LINEAR WATER-POLLUTION CONTROL MODEL USING AN UPPER HUDSON RIVER DATA-BASE

[1] ARBABI M, 1975, WATER RESOURCES RES, V11

[2] Armacost R. L., 1974, Mathematical Programming, V6, P301, DOI 10.1007/BF01580247

[3] ARMACOST RL, 1973, T287 G WASH U I MAN

[4] ARMACOST RL, 1976, THESIS G WASHINGTON

[5] ARMACOST RL, 1978, NBS SPECIAL PUBLICAT, V502, P261

[6] CHARNES A, 1964, SYSTEMS RES MEMORAND, V103

[7] DEININGER RA, 1964, J SANITARY ENG DIVIS, V90, P9

[8] DEININGER RA, 1965, P AM WATER RESOURCES

[9] DYSART BC, 1969, 4TH P AAPSE WORKSH M

[10] GEOMETRIC PROGRAMMING MODEL FOR OPTIMAL ALLOCATION OF STREAM DISSOLVED OXYGEN [J]. MANAGEMENT SCIENCE SERIES B-APPLICATION, 1975, 21 (06): : 658 - 668

[1] ARBABI M, 1975, WATER RESOURCES RES, V11

[2] Armacost R. L., 1974, Mathematical Programming, V6, P301, DOI 10.1007/BF01580247

[3] ARMACOST RL, 1973, T287 G WASH U I MAN

[4] ARMACOST RL, 1976, THESIS G WASHINGTON

[5] ARMACOST RL, 1978, NBS SPECIAL PUBLICAT, V502, P261

[6] CHARNES A, 1964, SYSTEMS RES MEMORAND, V103

[7] DEININGER RA, 1964, J SANITARY ENG DIVIS, V90, P9

[8] DEININGER RA, 1965, P AM WATER RESOURCES

[9] DYSART BC, 1969, 4TH P AAPSE WORKSH M

[10] GEOMETRIC PROGRAMMING MODEL FOR OPTIMAL ALLOCATION OF STREAM DISSOLVED OXYGEN [J]. MANAGEMENT SCIENCE SERIES B-APPLICATION, 1975, 21 (06): : 658 - 668