Bibliography of Important Stage-Discharge Relationship Publications

Apmann, R.F., 1973. Estimating discharge from superelevation in bends. Journal of Hydraulics Division, ASCE, v. 99, no. HY1, p. 65-79.

Bedient, P. B. and W. C. Huber, 1992. Hydrology and Floodplain Analysis, 2nd Edition, Addison-Wesley Publishing Co., New York, NY, 692 pages.

Bedient, P. B. and W. C. Huber, 2002. Hydrology and Floodplain Analysis, 3nd Edition, Addison-Wesley Publishing Co., New York, NY, 792 pages.

Benson, M.A. and Tate Dalrymple, 1967. General field and office procedures for indirect discharge measurements. USGS—TWRI Book 3, Chapter A1. (available online at http://water.usgs.gov/pubs/twri/twri3-a1/)

Bodhaine, G.L., 1968. Measurement of peak discharge at culverts by indirect methods. USGS—TWRI Book 3, Chapter A3. (available online at http://water.usgs.gov/pubs/twri/twri3-a3/)

Carter, R.W. and I.E. Anderson, 1963. Accuracy of current-meter measurements. Journal of Civil Engineers, ASCE, v. 89, no. HY4, p. 105-115.

Chow, V.T., 1959. Open channel hydraulics. McGraw-Hill, New York. 680p.

Cunge, J.A., 1969. On the Subject of a Flood Propagation computation Method (Muskingum Method). Journal Hydraulic Research, Vol. 7, No. 2, pp205-230.

Dalrymple, Tate and M.A. Benson, 1967. Measurement of peak discharge by the slope-area method. USGS—TWRI Book 3, Chapter A2. (available online at http://water.usgs.gov/pubs/twri/twri3-a2/)

Engmann, J.E.O., and Rolf Kellerhals, 1974. Transverse mixing in an ice-covered river. Water Resource Research v. 10, no. 4, p. 775-784.

French, R.H., 1985. Open-channel Hydraulics, McGraw-Hill, New York, NY.

Henderson, F.M., 1966. Open channel flow: New York, MacMillan, 522 pp.

Hulsing, Harry, 1967. Measurement of peak discharge at dams by indirect methods. USGS—TWRI Book 3, Chapter A5. (available online at http://water.usgs.gov/pubs/twri/twri3-a5/)

King, H.W. and E.F. Brater, 1963. Handbook of Hydraulics, 5th edition, McGraw Hill, New York, NY, 1372p.

Linsley, R.K., M.A. Kohler, and J.J.H. Paulhus, 1949. Applied Hydrology, Mc-Graw-Hill, New York, NY, 689p.

Matthai, H.F., 1967. Measurement of peak discharge at width contractions by indirect methods. USGS—TWRI Book 3, Chapter A4. (available online at http://water.usgs.gov/pubs/twri/twri3-a4/)

McCarthy, G.T., 1938. The Unit Hydrograph and Flood Routing, North Atlantic Division, U.S. Corps of Engineers, New London, CT.

Parker, G.G., et al., 1955. Water resources of southeastern Florida, USGS Water Supply Paper 1255, p471-475.

Pillsbury, G. B., 1956. Tidal Hydraulics. U.S. Army Corps of Engineers, Waterways Experimental Station, Vicksburg, MS, p. 220-228.

Rantz, S.E., 1963. An empirical method of determining momentary discharge of tide affected streams. USGS Water Supply Paper 1586-D, 28pg.

Rantz, S.E., et al., 1982. Measurement and Computation of Streamflow. USGS Water Supply Paper 2175. (available online at http://water.usgs.gov/pubs/wsp/wsp2175/index.html)

Raudkivi, A. J., 1979. Hydrology: An advanced introduction to hydrological processes and modelling. Pergamon Press, 479 pp.

Stevens, J.C., 1921. The accuracy of water level recorders and indicators of the float type. American Society of Civil Engineers Transactions, v83, p. 894-903.

Townsend, F.W., and F.A. Blust, 1960. A comparison of stream velocity meters. Journal of Civil Engineers, ASCE, v. 86, no. HY4, p. 11-19.

US Bureau of Reclamation, 1997. Water Measurement Manual, Third Edition. (available online at https://www.usbr.gov/tsc/techreferences/mands/wmm)

Viessman, W., Jr., J.W. Knapp, G.L. Lewis, and T.E. Harbaugh, 1977. Introduction to Hydrology, 2nd Edition, Addison-Wesley, New York, NY.

Young, K.B., 1950. A comparative study of mean-section and mid-section methods for computations of discharge measurements. USGS open-file report, 52p.