Abstract
Rainfall, if it is not intercepted by vegetation or by artificial surfaces such as roofs or pavements, falls on the earth and either evaporates, infiltrates or lies in depression storage. When the losses arising in these ways are all provided for, there may remain a surplus that, obeying the gravitation laws, flows over the surface to the nearest stream channel. The streams coalesce into rivers and the rivers find their way down to the sea. When the rain is particularly intense or prolonged, or both, the surplus runoff becomes large and the stream and river channels cannot accept all the water suddenly arriving. They become filled and overflow and in so doing they do great harm to the activities of men. The most serious effect of flooding may be the washing away of the fertile top soil in which crops are grown, and of which there is already a scarcity on the earth. In urban areas there is great damage to property, pollution of water supplies, danger to life and often total disruption of communications. In agrarian societies floods are feared like pestilence because they can destroy crops, cattle and habitations, and bring famine in their wake.
This is a preview of subscription content, log in via an institution.
Preview
Unable to display preview. Download preview PDF.
References
Young, L. H. Mean annual rainfall/run-off relationship. J. Inst. Wat. Eng., 24, No. 7 (1970) 423
Natural Environment Research Council. Flood Studies Report. Vol. 1, NERC, 1975, Chapter 6
B.S. 3680 Methods of measurement of liquid flow in open channels. Part 3: 1964 Velocity area methods. Part 4: 1965 Weirs and flumes
Corbett, D. M. et al., Stream-gaging procedure. Water Supply Paper 888, Washington D.C., 1945
Buchanan, T. J. and Somers, W. P. Discharge measurements of gaging stations. U.S. Geological Survey Tech. Water Resources Inv., Bk. 3, 1969
Carter, R. W. and Davidian, J. Discharge ratings at gauging stations. U.S. Geological Survey Surface Water Tech., Bk. 1, 1965
U.S. Bureau of Reclamation. Water Measurement Manual, 1953
Ackers, P. and Harrison, A. J. M. Critical depth flumes for flow measure-ment in open channels. Hydrological Research Paper No. 5, H.M.S.O., London, 1963
Parshall, R. L. Measuring water in irrigation channels with Parshall flumes and small weirs. U.S. Dept. Agr. Circular 843, 1950
Ackers, P. Flow measurement by weirs and flumes. Int. Conf. on Modern Developments in Flow Measurement, Harwell 1971, Paper No. 3
White, W. R. Flat-vee weirs in alluvial channels. Proc. Am. Soc. Civ. Eng., 97, HY3 (March 1971) 395–408
White, W. R. The performance of two dimensional and flat-V triangular profile weirs. Proc. Inst. Civ. Eng., Suppl. (ii), (1971) 21–48
Burgess, J. S. and White, W. R. Triangular profile (Crump) weir: two dimensional study of discharge characteristics. Report No. INT 52, Institute of Hydrology, Wallingford, United Kingdome, 1952
Harrison, A. J. M. and Owen, M. W. A new type of structure for flow measurement in steep streams, Proc. Inst. Civ. Eng., (1967) 273–96
Smith, C. D. Open channel water measurement with the broad-crested weir. Int. Commun. Irr. Drainage Bull., (1958) 46–51
Hosegood, P. H. and Bridle, M. K. A feasibility study and develop-ment programme for continuous dilution gauging. Report No. 6, Institute of Hydrology, Wallingford, United Kingdom
ISO/R 55, 1966 Liquid flow measurement in open channels; dilution methods for measurement of steady flow. Part 1, Constant rate injection
Littlewood, I. G. Research and development of a streamflow dilution gauging technique for the Llyn Brianne Acid Waters Study, Wales, Department of Geography, University College, Swansea, 1986
Aastad, J. and Søgnen, R. Discharge measurements by means of a salt solution; the relative dilution method. Proc. IASH General Assembly, Rome 1954, Vol. 3, pp. 289–292
Herschy, R. W. and Loosemore, W. R. The ultrasonic method of river flow measurement. Symp. on River Gauging by Ultrasonic and Electromagnetic Methods, University of Reading, Dec. 1974
Foster, W. E. Experience with the construction and engineering operation of ultrasonic gauging stations. Symp. on River Gauging by Ultrasonic and Electromagnetic Methods, University of Reading, Dec. 1974
Boyer, M. C. Determining discharge of gauging stations affected by variable slope. Civ. Eng., 9, (1939) 556
Mitchell, W. D. Stage-fall-discharge relations for steady flow in prismatic channels. U.S. Geological Survey Water Supply Paper 1164, Washington D.C., 1954
Stevens, J. C. A method of estimating stream discharge from a limited number of gaugings. Eng. News, 18 July 1907
Koelzer, V. A. Reservoir Hydraulics. Handbook of Applied Hydraulics (ed. by C. V. Davis and K. E. Sorenson), 3rd editon, McGraw-Hill, New York, 1969, Section 4
Low Flow Studies, Institute of Hydrology, Wallingford, United Kingdom, January 1980
University of Salford, Department of Civil Engineering. Small-scale hydro-electric potential of Wales, Department of Energy, London, 1980
Further reading
Herschy, R. W. New methods of river gauging. Facets of Hydrology (ed. J. C. Rodda), John Wiley, New York, 1976, Chapter 5
Horton, R. E. Erosional development of streams and their drainage basins. Bull Geol. Soc. Am., 56 (March 1954) 275
Logarithmic plotting of stage-discharge observations. Tech. Note 3. Water Resources Board, Reading, 1966.
Nash, J. E. and Shaw, B. L. Flood frequency as a function of catchment characteristics. Inst. Civ. Eng. Symposium on River Flood Hydrology, 1966, pp. 115–6
Rodda, J. C. The significance of characteristics of basin rainfall and morphometry in a study of floods in the United Kingdom. Int. Assoc. Sci. Hydrol. Symposium on Floods and their Computation, Leningrad. International Association of Scientific Hydrology, 85 (1967) 834
Smoot, G. F. and Novak, C. E. Measurement of discharge by the moving boat method. U.S. Geological Survey Tech. Water Resources Inv., Bk. 3 (1969)All
Strahler, A. N. Statistical analysis of geomorphic research. J. Geol., 62, No. 1 (1954)
Author information
Authors and Affiliations
Copyright information
© 1990 E. M. Wilson
About this chapter
Cite this chapter
Wilson, E.M. (1990). Surface Runoff. In: Engineering Hydrology. Red Globe Press, London. https://doi.org/10.1007/978-1-349-20610-0_6
Download citation
DOI: https://doi.org/10.1007/978-1-349-20610-0_6
Published:
Publisher Name: Red Globe Press, London
Print ISBN: 978-0-333-53180-8
Online ISBN: 978-1-349-20610-0
eBook Packages: EngineeringEngineering (R0)