Supplementary
Reading
261
Cannel, G. H. (1962). Irrigation efficiency as it influences water requirements of crops,
in "Water Requirements of Crops," pp. 47-56. Amer. Soc. Agr. Engr., St. Joseph,
Michigan.
Corps of Eng. U.S. Army (1960). Routing of floods through river channels. "Engineering
and Design Manual."
Haimes, Υ. Y. (1971). Modeling and control of the pollution of water resources systems
via the multilevel approach. Water Resour. Bull. 7, 93-101.
Haimes, Υ. Y., Foley, J., and Yu, W. (1972). Computational results for water pollution
taxation using multilevel approach. Water Resour. Bull. 8* 761-772.
Hall, W. Α., and Roefs, T. G. (1966). Hydropower project output optimization.
Power
Div. Amer. Soc. Civil Eng. 92(P01), 67-79.
Hufschmidt, Μ. M., and Fiering, Μ. B. (1966). "Simulation Techniques for Design of
Water Resources Systems." Harvard Univ. Press, Cambridge, Massachusetts.
Kuiper, E. (1965). "Water Resources Development." Butterworth, London.
Lewis, D. J., and Shoemaker, L. A. (1962). Hydro system power analysis by digital
computer. J. Hydraulics Div. Amer. Soc. Civil Eng. 88, (HY3), 113-130.
Linsley, R. K., and Franzini, J. B. (1964). "Water Resources Engineering." McGraw-Hill,
New York.
Romm J. (1969). The value of reservoir recreation. Tech. Rep. 19. Water Resour.
Marine Sci. Center, Cornell Univ., Ithaca, New York.
Chapter 3
Agin, N. (1966). Optimum seeking with branch and bound. Management Sci. 13,
B176-B185.
Balas, E. (1968). A note on the branch and bound principle. Oper. Res. 16, 442-445.
Berretta, J. C, and Mobasheri, F. (1972). An optimal strategy for capacity expansion.
Engineering Economist, 17, 79-98.
Burkov, V. N,, and Lovetskii, S. E. (1968), Methods for the solution of extremal problems of combinatorial type. Automat. Remote Contr. (USSR) 29, 1785-1806.
Erlenkotter, D. (1973). Sequencing of Interdependent Hydroelectric Projects, Water
Resourc. Res. 9, 21-27.
Ford, L. R., and Fulkerson, D. R. (1962). "Flows in Networks." Princeton Univ. Press,
Princeton, New Jersey.
Frank, H., and Frisch, I. T. (1971). "Communication, Transmission and Transportation
Networks." Addison-Wesley, Reading, Massachusetts. (A unified rigorous treatment
of deterministic and probabilistic networks.)
Fulkerson, D. R. (1961). An out-of-kilter method for minimal cost flow problems.
SI AM (Soc, Ind. Appl. Math.) J. Appl. Math. 9, 19-27.
Geoffrion, A. M. (1970). Elements of large-scale mathematical programming. Management Sci. 16, 652-691.
Texas Water Develop. Board (1971). Stochastic Optimization and Simulation Techniques
for Water Management of Regional Water Resources Systems. Rep. No. 131. Texas
Water Develop. Board, Austin.
Thompson, III, I. G. (1970). Modifications of the out-of-kilter algorithm to handle
networks with leak from one or more nodes: A limited case. M.S. Thesis, Univ. of
Texas, Austin.
Reading
261
Cannel, G. H. (1962). Irrigation efficiency as it influences water requirements of crops,
in "Water Requirements of Crops," pp. 47-56. Amer. Soc. Agr. Engr., St. Joseph,
Michigan.
Corps of Eng. U.S. Army (1960). Routing of floods through river channels. "Engineering
and Design Manual."
Haimes, Υ. Y. (1971). Modeling and control of the pollution of water resources systems
via the multilevel approach. Water Resour. Bull. 7, 93-101.
Haimes, Υ. Y., Foley, J., and Yu, W. (1972). Computational results for water pollution
taxation using multilevel approach. Water Resour. Bull. 8* 761-772.
Hall, W. Α., and Roefs, T. G. (1966). Hydropower project output optimization.
Power
Div. Amer. Soc. Civil Eng. 92(P01), 67-79.
Hufschmidt, Μ. M., and Fiering, Μ. B. (1966). "Simulation Techniques for Design of
Water Resources Systems." Harvard Univ. Press, Cambridge, Massachusetts.
Kuiper, E. (1965). "Water Resources Development." Butterworth, London.
Lewis, D. J., and Shoemaker, L. A. (1962). Hydro system power analysis by digital
computer. J. Hydraulics Div. Amer. Soc. Civil Eng. 88, (HY3), 113-130.
Linsley, R. K., and Franzini, J. B. (1964). "Water Resources Engineering." McGraw-Hill,
New York.
Romm J. (1969). The value of reservoir recreation. Tech. Rep. 19. Water Resour.
Marine Sci. Center, Cornell Univ., Ithaca, New York.
Chapter 3
Agin, N. (1966). Optimum seeking with branch and bound. Management Sci. 13,
B176-B185.
Balas, E. (1968). A note on the branch and bound principle. Oper. Res. 16, 442-445.
Berretta, J. C, and Mobasheri, F. (1972). An optimal strategy for capacity expansion.
Engineering Economist, 17, 79-98.
Burkov, V. N,, and Lovetskii, S. E. (1968), Methods for the solution of extremal problems of combinatorial type. Automat. Remote Contr. (USSR) 29, 1785-1806.
Erlenkotter, D. (1973). Sequencing of Interdependent Hydroelectric Projects, Water
Resourc. Res. 9, 21-27.
Ford, L. R., and Fulkerson, D. R. (1962). "Flows in Networks." Princeton Univ. Press,
Princeton, New Jersey.
Frank, H., and Frisch, I. T. (1971). "Communication, Transmission and Transportation
Networks." Addison-Wesley, Reading, Massachusetts. (A unified rigorous treatment
of deterministic and probabilistic networks.)
Fulkerson, D. R. (1961). An out-of-kilter method for minimal cost flow problems.
SI AM (Soc, Ind. Appl. Math.) J. Appl. Math. 9, 19-27.
Geoffrion, A. M. (1970). Elements of large-scale mathematical programming. Management Sci. 16, 652-691.
Texas Water Develop. Board (1971). Stochastic Optimization and Simulation Techniques
for Water Management of Regional Water Resources Systems. Rep. No. 131. Texas
Water Develop. Board, Austin.
Thompson, III, I. G. (1970). Modifications of the out-of-kilter algorithm to handle
networks with leak from one or more nodes: A limited case. M.S. Thesis, Univ. of
Texas, Austin.