Environmental Engineering Reference
In-Depth Information
Flood Control
Avoid construction in the floodplains of rivers.
If development is necessary, protection and control is achieved by raising grades,
building dikes or other structures, and constructing holding reservoirs upstream.
Erosion Protection
Protect river banks only where structures are endangered. When protection
extends over considerable distances, consider the effects downstream of
increased discharges.
During development, plant vegetation, divert runoff, slow flow velocities, and
protect the surface of flow channels. These treatments also serve to minimize sil-
tation.
Minimize deforestation and removal of existing vegetation.
References
Bennett, P. T., Seepage control soil mechanics design, Engineering Manual for Civil Works Construction ,
Part CXIX, Feb., U.S. Army Corps of Engineers, 1952, chap. 1.
Bishop, H. F., Flood Control Planning in Albuquerque, Civil Engineering, ASCE, Apr. 1978, pp. 74-76.
Blake, L. S., Civil Engineering Reference Book, Newnes & Butterworth, London, 1975.
Cedergren, H., Seepage, Drainage and Flownets , McGraw-Hill Book Co., New York, 1967.
Cedergren, H., Drainage and dewatering, in Foundation Engineering Handbook , Winterkorn, H. F. and
Fang, H.-Y., Eds., Van Nostrand Reinhold Co., New York, 1975, chap. 6.
Chiossi, N. J., Geologia Aplicada a Engenharia , Gremio Politecnico, Sao Paulo, 1975.
Christensen, D. L., Unusual foundation developments and corrective action taken, Foundations for
Dams , ASCE, New York, 1974, pp. 343-370.
Civil Engineering, Teton Dam Failure, ASCE, Aug. 1977, pp. 56-61.
Cording, E. J., Hendron, Jr., A. J., Hansmire, W. H., Mahar, J. W., MacPherson, H. H., Jones, R. A., and
O'Rourke, T. D., Methods for Geotechnical Observations and Instrumentation in Tunneling,
Department Civil Engineering, University of Illinois, Urbana, Vols. I and II (Appendices), 1975.
D'Appolonia, D. J., Soil-Bentonite Slurry Trench Cutoffs, Proc. ASCE, J. Geotech. Eng. Div ., 106,
399-417, 1980.
Dallaire, G., Controlling erosion and sedimentation at construction sites, Civil Engineering, ASCE,
Oct. 1976, pp. 73-77.
DeWeist, R. J. M., Geohydrology , Wiley, New York, 1965, p. 187.
ENR, Flood control plan recycles water, Engineering News-Record , Apr. 24, 1980, pp. 28-29.
Fecker, E., The influence of jointing on the failure of Teton Dam: a review and commentary, Bull. Int.
Assoc. Eng. Geol ., Vol. 21, 232-238, 1980.
Gilluly, J., Waters, A. G., and Woodford, A. O., Principles of Geology , W. H. Freeman and Co., San
Francisco, 1959.
Gray, D. H., Leiser, A. T., and White, C. A., Combined vegetative-structural slope stabilization, Civil
Engineering, ASCE, Jan., 1980, pp. 82-85.
Harr, M. E., Groundwater and Seepage , McGraw-Hill, New York, 1962.
Hubbert, M. K., The theory of groundwater motion, J. Geol ., 48, 785-944, 1940.
Hunt, C. B., Geology of Soils , W.H. Freeman and Co., San Francisco, 1972.
Hunt, R. E., Engineering Geology and Urban Planning for the Canada del Oro Area, Tucson,
Arizona, Proceedings of 2nd International Congress, International Association of Engineering
Geology, Sao Paulo, Vol. I, Theme III-1, 1974.
Jaeger, C., Rock Mechanics and Engineering , Cambridge University Press, Cambridge, U.K., 1972.
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