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Enhancements and modifications to the Full Equations Utilities (FEQUTL) Model for the Approximation of Hydraulic Characteristics of Open Channels and Control Structures During Unsteady Flow

U.S. GEOLOGICAL SURVEY WATER-RESOURCES INVESTIGATIONS REPORT 97-4037


REFERENCES CITED


Bos, M. G., ed. _1989, Discharge Measurement Structures, 3rd ed., International Institute for Land Reclamation and Improvement, The Netherlands, 401pp.
Conte, S. D. _and C. de Boor, 1980, Elementary Numerical Analysis: An Algorithmic Approach, 3rd ed.,McGraw-Hill, Inc., 432 pp.

Dahlquist, G. and A. Björck, 1974, Numerical Methods, Translated by N. Anderson, Prentice-Hall, Inc., 573pp.

Davis, P. J. _and P. Rabinowitz, 1984, Methods of Numerical Integration, 2nd ed., Academic Press, New York, 612 pp.

de Boor, C., 1978, A Practical Guide to Splines, Springer-Verlag, New York, 392 pp.

James and James, 1968, James and James: Mathematics Dictionary, Third edition, Van Nostrand, Reinhold, Company, New York, 446 pp.

Nagler, F. A., 1923, "Hydraulic Test of Calco Automatic Drainage Gates", The Transit, State University of Iowa, Vol. 27, February.

Rouse, Hunter, 1946, Elementary Mechanics of Fluids, Dover Publications, Inc., New York.


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