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Aprovechamiento en America Latina, Venezuela, E/CN. 12/593. United Nations,
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ECLA (Econ. Commission for Latin America) (1963a). Los Recursos Hidraulicos de
America Latina—Resena y Evaluacion de la Labor Realizada por la Cepal,
E/CN. 12/650. United Nations, New York.
ECLA (Econ. Commission for Latin America) (1963b). Los Recursos Naturales en
America Latina, Su Conocimiento Actual e Investigaciones Necesarias en Este
Campo—El Agua, E/CN. 12/670/Add. 2. United Nations, New York.
ECLA (Econ. Commission for Latin America) (1964). Los Recursos Hidraulicos de
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ECLA (Econ. Commission for Latin America) (1967). Latin American Hydroelectric
Potential, Economic Survey of Latin America, 12, No. 1. United Nations, New York.
Efroymson, Μ. Α., and Ray, T. L. (1965). A Branch-Bound Algorithm for Plant
Location. Esso Res. and Eng. Co., Linden, New Jersey.
Evenson, D. E., and Moseley, J. C. (1970). Simulation/optimization techniques for
multi-basin water resources planning. Water Resour. Bull. 6, 725-736.
Everett, H. (1963). Generalized Lagrange multiplier method for solving problems of
optimum allocation of resources. Oper. Res. 11, 399-417.
Fiering, Μ. B. (1966). Statistical analysis of stream flow data. Ph.D. Thesis, Harvard
Univ., Cambridge, Massachusetts.
Fitch, W. N., King, P. H., and Young, G. K. (1970). The optimization of a multi-purpose
water resources system. Water Resour. Bull. 6, 498-518.
Ford, L. R., and Fulkerson, D. R. (1962). "Flows in Networks," pp. 162-169. Princeton
Univ. Press, Princeton, New Jersey.
Fulkerson, D. R. (1961). An out-of-kilter method for minimal cost flow problems. SI AM
(Soc. Indust. Appl. Math.) J. Appl. Math. 9, 18-27.
Garfinkel, R. S., and Nemhauser, G. L. (1972). "Integer Programming." Wiley, New
York.
Generoso, Ε. E. (1966). Optimal capital allocation to the expansion of an existing
chemical plant. Ph.D. Thesis, S.U.N.Y., Buffalo, New York.
Glover, F., and Zionts, S. (1965). A note on the additive algorithm of Balas. Oper. Res.
13, 546-549.
Gloyna, E. F., D'Arezzo, A. J., and O'Laoghaire, D. T. (1971). Water Quality Management in a River Basin Undergoing Rapid Economic Growth: A Mathematical Model
and a Proposed Methodology for its Solution, Appendix R in Instrumentation for
Engineering Management of a Multi-Purpose River Basin System (The Trinity River
Basin, Texas): An Interim Report. Center for Res. in Water Resour., Univ. of Texas,
Austin, Texas.
Golamb, S. W., and Baumert, L. D. (1965). Backtrack programming. J. Ass. Comput.
Mach. 12, 516-524.
Gomory, R. E. (1960). All Integer Programming Algorithm. Res. Rep. RC-189. IBM.
Graves, G. W., Hatfield, G. B., and Whinston, A. (1969). Water pollution control
using bypass piping. Water Resour. Res. 5, 15-47.
Graves, G. W., Pingry, D., and Whinston, A. (1972). Water quality control: nonlinear
programming algorithm. Rev. Frangaise d'Automatique, Informat. Recherche
Op^rationnelle 6 (V-2), 49-78.
251
Schools of Ind. and Civil Eng. in Cooperation with Water Resour. Center, Georgia
Inst, of Technol., Atlanta.
ECLA (Econ. Commission for Latin America) (1961). Los Recursos Hidraulicos y su
Aprovechamiento en America Latina, Venezuela, E/CN. 12/593. United Nations,
New York.
ECLA (Econ. Commission for Latin America) (1963a). Los Recursos Hidraulicos de
America Latina—Resena y Evaluacion de la Labor Realizada por la Cepal,
E/CN. 12/650. United Nations, New York.
ECLA (Econ. Commission for Latin America) (1963b). Los Recursos Naturales en
America Latina, Su Conocimiento Actual e Investigaciones Necesarias en Este
Campo—El Agua, E/CN. 12/670/Add. 2. United Nations, New York.
ECLA (Econ. Commission for Latin America) (1964). Los Recursos Hidraulicos de
America Latina: Bolivia y Colombia, New York. United Nations, New York.
ECLA (Econ. Commission for Latin America) (1967). Latin American Hydroelectric
Potential, Economic Survey of Latin America, 12, No. 1. United Nations, New York.
Efroymson, Μ. Α., and Ray, T. L. (1965). A Branch-Bound Algorithm for Plant
Location. Esso Res. and Eng. Co., Linden, New Jersey.
Evenson, D. E., and Moseley, J. C. (1970). Simulation/optimization techniques for
multi-basin water resources planning. Water Resour. Bull. 6, 725-736.
Everett, H. (1963). Generalized Lagrange multiplier method for solving problems of
optimum allocation of resources. Oper. Res. 11, 399-417.
Fiering, Μ. B. (1966). Statistical analysis of stream flow data. Ph.D. Thesis, Harvard
Univ., Cambridge, Massachusetts.
Fitch, W. N., King, P. H., and Young, G. K. (1970). The optimization of a multi-purpose
water resources system. Water Resour. Bull. 6, 498-518.
Ford, L. R., and Fulkerson, D. R. (1962). "Flows in Networks," pp. 162-169. Princeton
Univ. Press, Princeton, New Jersey.
Fulkerson, D. R. (1961). An out-of-kilter method for minimal cost flow problems. SI AM
(Soc. Indust. Appl. Math.) J. Appl. Math. 9, 18-27.
Garfinkel, R. S., and Nemhauser, G. L. (1972). "Integer Programming." Wiley, New
York.
Generoso, Ε. E. (1966). Optimal capital allocation to the expansion of an existing
chemical plant. Ph.D. Thesis, S.U.N.Y., Buffalo, New York.
Glover, F., and Zionts, S. (1965). A note on the additive algorithm of Balas. Oper. Res.
13, 546-549.
Gloyna, E. F., D'Arezzo, A. J., and O'Laoghaire, D. T. (1971). Water Quality Management in a River Basin Undergoing Rapid Economic Growth: A Mathematical Model
and a Proposed Methodology for its Solution, Appendix R in Instrumentation for
Engineering Management of a Multi-Purpose River Basin System (The Trinity River
Basin, Texas): An Interim Report. Center for Res. in Water Resour., Univ. of Texas,
Austin, Texas.
Golamb, S. W., and Baumert, L. D. (1965). Backtrack programming. J. Ass. Comput.
Mach. 12, 516-524.
Gomory, R. E. (1960). All Integer Programming Algorithm. Res. Rep. RC-189. IBM.
Graves, G. W., Hatfield, G. B., and Whinston, A. (1969). Water pollution control
using bypass piping. Water Resour. Res. 5, 15-47.
Graves, G. W., Pingry, D., and Whinston, A. (1972). Water quality control: nonlinear
programming algorithm. Rev. Frangaise d'Automatique, Informat. Recherche
Op^rationnelle 6 (V-2), 49-78.