FLOOD08298

• County: Statewide
• Basin: Statewide
• Title: Computer Determination of Flow Through Bridges
• Date: 2/1/1979
• Prepared For: US
• Prepared By: COE
• Floodplain - Doc Type: Educational/Technical/Reference Information

APPENDIX I. - REFERENCES

1. K:l.chert, B1ll S., "Survey oJ: Prog1'8lllS ~or Water-Surr_ Plrat'1l..,"
JournaJ. oJ: the Hydraulics Division. ASCE, Vol. 96, 11'0. BY2,
Proc. Paper 7098, February, 1970, pp. 547-563.
2. U. S. Army Corps of Engineers, The HydroJ.ogic Engineering Center
Computer Program 22-J2-L232, Description dated December 1968.
3. u. S. Army Engineer Waterways Experiment station, Hydraulic Design
Criteria, Charts 010-6 to 010-6/5.
4. u. S. Dept. of Commerce, Bureau of Public Roads, ''Hydraulics of
Bridge Waterways", 1960.
5. u. S. Dept. of the Interior, GeoJ.ogical Survey, Surface-Water
Techniques, Book J., Chapter 1, J.964, "Computation of Water-
Surface ProfiJ.es in Open Channels".
6. U. S. Army Corps of Engineers, EMlllO-2-1409, 7 December 1959,
"Backwater Curves in River Channels".
7. Koch and Carstanjen, "Von Der Bewegung Des Wassers Und Den Ilabei
Auf't;retenden Kraften", Springer, BerJ.in, 1926.
8. Thomas, W. A., "Discharge Coefficients for SUbmerged, Broad-Crested
Weirs", Thesis presented to the Massachusetts Institute of
Technology, September 1966, in partial. :f'u1.fillment of the
requirements for the degree of Master of Science.
9. U. S.Army Corps of Engineers, Los Angeles District, "Report on
Engineering Aspects, Flood of March 1938, Appendix I,
Theoretical and Observed Bridge Pier Losses", *Y 1939.