Skip to main content

Abstract

In the previous chapter, where we discussed the development of water power, the economic problem was roughly as follows. Electricity cannot be transported over distances of more than, say, 1,000 miles. Hence, electricity must be produced in or near by the regions where it is needed. A forecast of population increase and industrial activity indicates how much more power is needed at certain dates in the future. The problem is to provide that extra power at the lowest cost; but somehow it must be provided. The economic problem of irrigation development is different. Food can be transported over any distance, and therefore it is only attractive to develop an irrigation project if the cost of providing extra food through irrigation is competitive with importing that food from somewhere else. Hence, in irrigation development we must compare benefits to costs, whereas in power development we are only concerned with minimizing costs.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 39.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 54.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Bibliography

  • Abbett, R. W. (1956). American Civil Engineering Practice, Vol. II. (See in Bibliography to Chapter 5.)

    Google Scholar 

  • Barnes, D. P. (1956). ‘Irrigation and land drainage.’ Section 17, 95 pp., of Abbett, Vol. II (see reference in Bibliography to Chapter 5). (Sub-titles of this section: Project development; Availability of water; Suitability of land; System design; Land drainage.)

    Google Scholar 

  • Berg, P. H. (1962). ‘Methods of applying irrigation water.’ Trans. Amer. Soc. civ. Engrs., Vol. 127, Part III, pp. 61–74. (The factors influencing the selection of a method of applying irrigation water on a farm are described in general. The various methods of irrigation and the associated conveyance and distribution systems are presented.)

    Google Scholar 

  • Blaney, H. F. (1952). ‘Consumptive use of water—definition, methods, andresearch data.’ Trans. Amer. Soc. civ. Engrs., Vol. 117, paper 2525, 24 pp. (Presents a very interesting method of estimating the consumptive use of various classes of agricultural crops on the basis of available climatological data.)

    Google Scholar 

  • Blench, T. (1957). Regime Behaviour of Canals and Rivers. (See in Bibliography to Chapter 4.)

    Google Scholar 

  • Chien, N. (1957). ‘A concept of the regime theory.’ Trans. Amer. Soc. civ. Engrs., Vol. 122, pp. 785–805. (The regime theory is analysed on the basis of the bed load functions. Under certain conditions, agreement between the two is found. The use of the regime theory for conditions other than those in India and Pakistan should be approached with great care.)

    Google Scholar 

  • Congress (1951, 1954, 1957, 1960, 1963), on Irrigation and Drainage. Secretariat 184, Golf Links Area, New Delhi 3, India. (The transaction of these five congresses and the annual bulletins of the International Commission on Irrigation and Drainage contain a wealth of information on irrigation development all over the world. Some conference themes : Economics of irrigation works ; Control of water table ; Reclamation of saline lands ; Multi-purpose reservoir operation.)

    Google Scholar 

  • Corey, H. T. (1913). ‘Irrigation and river control in Colorado River Delta.’ Trans. Amer. Soc. civ. Engrs., Vol. 76, pp. 1204–453. (Aspects of delta formation and the effects of erosion and sedimentation in the stream channel on changes in the longitudinal and cross-sectional profiles are discussed. Interesting account of how the Colorado River broke through towards the Salton Sea in 1905, due to an artificial cut in the natural river bank. Six attempts were made to close the gap, the last one succeeded in 1906.)

    Google Scholar 

  • Goodrich, R. D. (1957). ‘Methods for determining consumptive use of water in irrigation.’ Trans. Amer. Soc. civ. Engrs., Vol. 122, pp. 806–22. (Standard methods of determining rates of consumptive use are described, and the use of the results are demonstrated.)

    Google Scholar 

  • Houk, I. E. (1942). ‘Irrigation and irrigation structures.’ Sections 20 and 21, pp. 947–1012, of Davis, Handbook of Applied Hydraulics (see in Bibliography to Chapter 5). (Sub-titles of these two sections: Land classification; Water supply; Water requirements ; Conveyance losses and waste ; Irrigation losses and waste ; Consumptive use; Irrigation methods; Diversion weirs; Distribution system; Conveyance structures.)

    Google Scholar 

  • Houk, I. E. (1951). Irrigation Engineering (2 vols.). 1,076 pp. New York; Wiley. (This is one of the most comprehensive and most recent textbooks on the subject. Some chapter headings : Soil fertility; Climatic factors ; Run-off and stream flow ; Irrigation and water requirements; Irrigation water supplies; Planning irrigation projects; Conveyance of irrigation water; Diversion dams and intakes; Storage dams.)

    Google Scholar 

  • Kuiper, E. (1964). ‘Ebro Basin water resources development.’ Madrid, Spain, 26 pp. (This report presents an outline of the studies that must be undertaken to ensure that Spain’s water resources will be developed to the greatest advantage of its economic progress. Particular emphasis is placed on irrigation development.)

    Google Scholar 

  • Lacey, G. (1930). ‘Stable channels in alluvium.’ Minutes Proc. Inst. civ. Engrs., Lond., Vol. 229, pp. 259–92. (The first of a series of three parts on the so-called ‘regime theory’, developed by a number of English engineers engaged on Indian irrigation problems. Gives Kennedy’s and other formulae for the critical velocity as a function of depth and type of silt transported. Gives principles governing stable channels in alluvium. Some of the following discussions are rather critical about the reliability of the original data.)

    Google Scholar 

  • Lacey, G. (1933). ‘Uniform flow in alluvial rivers and canals.’ Minutes Proc. Inst. civ. Engrs., Vol. 237, pp. 421–53. (The second article on regime theory. The first article is not summarized and has to be read first. Some of the following discussions contain interesting remarks about river behaviour in general.)

    Google Scholar 

  • Lacey, G. (1946). ‘A general theory of flow in alluvium.’ J. Inst. civ. Engrs., Vol. 27, pp. 16–47. (The third article on regime theory. The first two articles have to be read first. As a whole, the articles are rather difficult to understand and call for concentrated reading. The equations that are presented should only be applied when means are available to check their validity for the case under consideration. An interesting review of Lacey’s regime theory is given by Chien, 1957.)

    Article  Google Scholar 

  • Lane, E. W. (1955). ‘Design of stable channels.’ (See in Bibliography to Chapter 6.)

    Google Scholar 

  • Lowry, R. L., and Johnson, A. F. (1942). ‘Consumptive use of water for irrigation.’ Trans. Amer. Soc. civ. Engrs., Vol. 107, pp. 1243–302. (Average annual consumptive use in 20 selected areas is shown to have a linear relation to accumulated daily temperature above 32°F during the growing season. Discusses the cause of deviations from average requirements.)

    Google Scholar 

  • Muldrow, W. C. (1948). ‘Forecasting productivity of irrigable lands.’ Trans. Amer. Soc. civ. Engrs., Vol. 113, pp. 562–76. (From a broad water-resource planning standpoint, it is desirable that available water be used where it will do the most good. A simple extension of the heat-unit method from consumptive use of water to tonnage of crop produced will provide a method of estimating the productivity of lands on a proposed project.)

    Google Scholar 

  • Riter, J. R. (1955). ‘Planning a large irrigation project.’ (See in Bibliography to Chapter 1 : Planning.)

    Google Scholar 

  • Simons, D. B., and Albertson, M. L. (1960). ‘Uniform water conveyance channels in alluvial material.’ Proc. Amer. Soc. civ. Engrs., May 1960, HY5, pp. 33–71. (Methods of designing stable irrigation channels are developed. The theory includes a modification of the regime theory as well as a modification of the tractive-force theory.)

    Google Scholar 

  • U.S. Bureau of Reclamation (1950–60). Manual. Federal Center, Denver. (The U.S. Bureau of Reclamation has prepared numerous documents that deal with its design practices. The complete manual includes hydrology, water studies, irrigation, dams, canals, and power plants.)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

Copyright information

© 1965 Springer Science+Business Media New York

About this chapter

Cite this chapter

Kuiper, E. (1965). Irrigation. In: Water Resources Development. Springer, Boston, MA. https://doi.org/10.1007/978-1-4899-6281-2_8

Download citation

  • DOI: https://doi.org/10.1007/978-1-4899-6281-2_8

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-1-4899-6153-2

  • Online ISBN: 978-1-4899-6281-2

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics