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
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.