252
References
Guthrie, Β. (1958). "Hydro-Electric Engineering Practice," Vol. I. Blackie, Glasgow and
London.
Haimes, Υ. Y. (1972). Decomposition and multilevel techniques for water quality
control. Water Resourc Res. 8, 779-784.
Haimes, Υ. Y., Foley, J., and Yu, W. (1971). Computational results for water pollution
taxation using multilevel approach. Annu. Water Resour. Conf. } 7th, Washington,
D. C, 1971.
Haimes, Υ. Y., Kaplan, M. A. and Husar, Μ. Α., Jr. (1972). A multilevel approach to
determining optimal taxation for the abatement of water pollution. Water Resourc.
Res. 8, 851-860.
Hall, W. A, (1964). Optimum design of a multipurpose reservoir. J. Hydraulics Div.
Amer. Soc. Civil Eng. 90 (HY4), 141-149.
Hall, W. Α., and Buras, N. (1961). The dynamic programming approach to water
resources development. /. Geophys. Res. 66, 517-520.
Hall, W. Α., and Dracup, J. A. (1970). "Water Resources Systems Engineering," Chapter
2. McGraw-Hill, New York.
Hall, W. Α., and Howell, D. T. (1963). The optimization of single purpose reservoir
design with the application of dynamic programming to synthetic hydrology samples.
/. Hydro. 1, 355-363.
Hall, W. Α., and Shephard, R. W. (1967). Optimum operations for planning of a complex
water resources system. Univ. of California Water Resour. Center Contrib. No. 122.
Hall, W. Α., Butcher, W. S., and Esogbue, A. (1968). Optimization of the operation of a
multi-purpose reservoir by dynamic programming. Water Resour. Res. 4, 471-477.
Hargreaves, G. H. (1957). Irrigation requirements based on climatic data.
Irrigation
Drainage Div. Amer. Soc. Civil Eng. 82(IR-3), Paper 1105.
Hays, Jr., A. J., and Gloyna, E. F. (1969). A Least-Cost Analysis for the Houston Ship
Channel. Rep. CRWR-50. Center for Res. in Water Resour., Univ. of Texas, Austin.
Hays, Almond J., Jr. and Earnest F. Gloyna, February 1972. Optimal Water Quality
Management for the Houston Ship Channel, J. Sanitary Engr. Div. ASCE, 98, (SA1),
195-214.
Hillier, F. S., and Lieberman, G. J. (1967). "Introduction to Operations Research,"
Chaps. 5, 13, 14, 15. Holden-Day, San Francisco, California.
Himmelblau, D. M. (1972). "Applied Nonlinear Programming." McGraw-Hill, New
York.
Hinomoto, H. (1970). Linear programming applied to multi-stage capacity expansion of
water treatment-distribution system. Nat. Meeting ORSA, 88th, Detroit, Michigan,
1970.
Hirshleifer, J., de Haven, J. C, and Milliman, J. W. (1960). "Water Supply: Economics,
Technology and Policy." Univ. of Chicago Press, Chicago, Illinois.
Hooke, R., and Jeeves, T, A. (1961). Direct search solution of numerical and statistical
problems. /. Ass. Comput. Mach. 8, 212-229.
Howard, G. T., and Nemhauser, G. L. (1968). Optimal capacity expansion. Nav. Res.
Logistics Quart. 15, 535-550.
Howe, C. W., and Linaweaver, Μ. M. (1967). The impact of price on residential water
demand and its relation to system design and price structure. Water Resour. Res.
3, 12-32.
Howe, C. W., Russell, C. S., Young, R. Α., and Vaughan, W. J. (1971). "Future Water
Demands" Resources for the Future, Inc., Washington, D.C.
References
Guthrie, Β. (1958). "Hydro-Electric Engineering Practice," Vol. I. Blackie, Glasgow and
London.
Haimes, Υ. Y. (1972). Decomposition and multilevel techniques for water quality
control. Water Resourc Res. 8, 779-784.
Haimes, Υ. Y., Foley, J., and Yu, W. (1971). Computational results for water pollution
taxation using multilevel approach. Annu. Water Resour. Conf. } 7th, Washington,
D. C, 1971.
Haimes, Υ. Y., Kaplan, M. A. and Husar, Μ. Α., Jr. (1972). A multilevel approach to
determining optimal taxation for the abatement of water pollution. Water Resourc.
Res. 8, 851-860.
Hall, W. A, (1964). Optimum design of a multipurpose reservoir. J. Hydraulics Div.
Amer. Soc. Civil Eng. 90 (HY4), 141-149.
Hall, W. Α., and Buras, N. (1961). The dynamic programming approach to water
resources development. /. Geophys. Res. 66, 517-520.
Hall, W. Α., and Dracup, J. A. (1970). "Water Resources Systems Engineering," Chapter
2. McGraw-Hill, New York.
Hall, W. Α., and Howell, D. T. (1963). The optimization of single purpose reservoir
design with the application of dynamic programming to synthetic hydrology samples.
/. Hydro. 1, 355-363.
Hall, W. Α., and Shephard, R. W. (1967). Optimum operations for planning of a complex
water resources system. Univ. of California Water Resour. Center Contrib. No. 122.
Hall, W. Α., Butcher, W. S., and Esogbue, A. (1968). Optimization of the operation of a
multi-purpose reservoir by dynamic programming. Water Resour. Res. 4, 471-477.
Hargreaves, G. H. (1957). Irrigation requirements based on climatic data.
Irrigation
Drainage Div. Amer. Soc. Civil Eng. 82(IR-3), Paper 1105.
Hays, Jr., A. J., and Gloyna, E. F. (1969). A Least-Cost Analysis for the Houston Ship
Channel. Rep. CRWR-50. Center for Res. in Water Resour., Univ. of Texas, Austin.
Hays, Almond J., Jr. and Earnest F. Gloyna, February 1972. Optimal Water Quality
Management for the Houston Ship Channel, J. Sanitary Engr. Div. ASCE, 98, (SA1),
195-214.
Hillier, F. S., and Lieberman, G. J. (1967). "Introduction to Operations Research,"
Chaps. 5, 13, 14, 15. Holden-Day, San Francisco, California.
Himmelblau, D. M. (1972). "Applied Nonlinear Programming." McGraw-Hill, New
York.
Hinomoto, H. (1970). Linear programming applied to multi-stage capacity expansion of
water treatment-distribution system. Nat. Meeting ORSA, 88th, Detroit, Michigan,
1970.
Hirshleifer, J., de Haven, J. C, and Milliman, J. W. (1960). "Water Supply: Economics,
Technology and Policy." Univ. of Chicago Press, Chicago, Illinois.
Hooke, R., and Jeeves, T, A. (1961). Direct search solution of numerical and statistical
problems. /. Ass. Comput. Mach. 8, 212-229.
Howard, G. T., and Nemhauser, G. L. (1968). Optimal capacity expansion. Nav. Res.
Logistics Quart. 15, 535-550.
Howe, C. W., and Linaweaver, Μ. M. (1967). The impact of price on residential water
demand and its relation to system design and price structure. Water Resour. Res.
3, 12-32.
Howe, C. W., Russell, C. S., Young, R. Α., and Vaughan, W. J. (1971). "Future Water
Demands" Resources for the Future, Inc., Washington, D.C.