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Abstract

The main objective of a navigation development is to provide inexpensive transportation for bulk goods. This is an important objective since it may provide a great stimulus to the economy. New mining developments may be opened up. Industries may be established in locations that would otherwise be uneconomical. Existing industries may be able to compete more vigorously. One of the reasons that navigation may provide inexpensive transportation is the relatively low ratio of weight of ship to weight of cargo and the relatively small force that is required to move a ship. As a result, the force to move a ton of goods by rail is about 10 times as large as to move it by water. The disadvantage of transport by water is the slow movement and the interruption during the winter in northern climates. Moreover, if the waterways have to be improved by means of dams and shiplocks, much of the economic advantage may be lost.

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Bibliography

  • Bruce, J. W., and others (1957). ‘Modern facilities for Ohio River navigation.’ Proc. Amer. Soc. civ. Engrs., May 1957, WW2, Paper 1239, 16 pp. (This paper describes the general requirements and criteria of the new canalization works on the Ohio River.)

    Google Scholar 

  • Burpee, L. H. (1961). ‘Canadian section of the St. Lawrence Seaway.’ Trans. Amer. Soc. civ. Engrs., Vol. 126, Part IV, pp. 184–209. (This paper describes the St. Lawrence Seaway project and summarizes the navigation features of the Canadian share of the project. It also discusses operational aspects.)

    Google Scholar 

  • Bush, J. L. (1962). ‘Channel stabilization on the Arkansas River.’ Proc. Amer. Soc. civ. Engrs., May 1962, WW2, pp. 51–67. (The Arkansas River in Oklahoma is a meandering stream with unstable channel; the banks are subject to extensive caving; sand and gravel bars change with every rise. Various types of structures were to be installed to establish a stable channel suitable for navigation.)

    Google Scholar 

  • Forston, E. P., and Fenwick, G. B. (1961). ‘Navigation model studies of new Ohio River locks.’ Trans. Amer. Soc. civ. Engrs., Vol. 126, Part IV, pp. 171–83. (This paper describes the successful utilization of hydraulic models in designing a proper lay-out of the locks and approaches, as well as methods of operation of the dam gates.)

    Google Scholar 

  • Franzius, O. (1936). Waterway Engineering. 527 pp. Cambridge; The Technology Press M.I.T. (First published in Germany in 1927 and translated by L. G. Straub. This textbook deals comprehensively with such topics as river regulation ; tidal rivers; sea-shore development; weirs; shiplocks; canals. Most of the prevailing techniques of European waterway engineering are discussed in this book.)

    Google Scholar 

  • Gomez, A. (1960). ‘Sacramento River deep water ship channel.’ Proc. Amer. Soc. civ. Engrs., Nov. 1960, WW4, pp. 53–67. (This paper gives a description of the fifty million dollar project, its functional requirements, the hydraulic studies, estimates of benefits, and economic analysis.)

    Google Scholar 

  • Grothaus, W., and Ripley, D. M. (1958). ‘St. Lawrence Seaway, 27-ft. canals and channels.’ Proc. Amer. Soc. civ. Engrs., Jan. 1958, WW1, Paper 1518, 22 pp. (A discussion of the basic design criteria adopted. The dams, locks and channels are then described in terms of how they meet these criteria.)

    Google Scholar 

  • Gunter, G. H., and Bruce, J. F. (1962). ‘John Day lock and dam: planning and dike selection.’ (See in Bibliography to Chapter 7.)

    Google Scholar 

  • Haas, R. H., and Weller, H. E. (1953). ‘Bank stabilization by revetments and dikes.’ Trans. Amer. Soc. civ. Engrs., Vol. 118, pp. 849–70. (This paper describes river training works on the lower Mississippi River. The main problem is one of arresting bank recession. Revetments are the principal type of defence.)

    Google Scholar 

  • Hickson, R. E. (1961). ‘Columbia River ship channel improvement.’ Proc. Amer. Soc. civ. Engrs., Aug. 1961. WW3, pp. 71–93. (This paper presents the design of channel improvements and control works on the lower Columbia River. The beneficial effects of these works are described.)

    Google Scholar 

  • Kabelac, O. W. (1961). ‘The Great Volga waterway.’ Proc. Amer. Soc. civ. Engrs., Feb. 1961, WW1, pp. 151–63. (This paper reviews one of the largest Russian water resource developments, including navigation, water power, water supply and reclamation aspects.)

    Google Scholar 

  • Kuiper, E. (1951). ‘Construction of the Harlingen works.’ World Construction, Chicago, Jan. 1951. pp. 11–16. (This paper describes the design and construction of two shiplocks, connecting the Dutch inland canal system with the open sea. The sea side of the locks was protected by a harbour dam, covered with asphalt cement. Special measures had to be taken to reduce salt water intrusion to a minimum. The lock chambers were built on 75 ft. reinforced concrete piles.)

    Google Scholar 

  • Kuiper, E. (1958). ‘Navigation Saskatchewan River.’ Winnipeg, Man. (This summary report presents the findings of a preliminary cost-benefit analysis of potential navigation facilities between Empress on the South Saskatchewan River and Selkirk on the Red River.)

    Google Scholar 

  • McIntyre, D. (1958). ‘The Beauharnois canal locks.’ Proc. Amer. Soc. civ. Engrs. Sept. 1958, WW4, Paper 1781, 13 pp. (This paper describes the hydraulic features of the St. Lawrence Seaway structures designed for the Beauharnois site in Canada.)

    Google Scholar 

  • Nedeco (1959). ‘River studies of the Niger and Benue.’ (See in Bibliography to Chapter 4.)

    Google Scholar 

  • Richardson, G. C., and Webster, M. J. (1960). ‘Hydraulic design of Columbia River navigation locks.’ Trans. Amer. Soc. civ. Engrs., Vol. 125, pp. 345–64. (This paper describes shiplocks with lifts of about 100 ft. The designers were forced to develop improvements with the aid of hydraulic model studies. As a result there is hardly any turbulence in the lock chambers of the more recent projects.)

    Google Scholar 

  • Senour, C. (1947). ‘New project for stabilizing and deepening lower Mississippi River.’ Trans. Amer. Soc. civ. Engrs., Vol. 112, pp. 277–97. (This paper discusses the river training works that have been undertaken to obtain reduction in flood heights, to increase the flood carrying capacity of the river channel, and to maintain a navigable depth of 12 ft. at low water conditions.)

    Google Scholar 

  • Stratton, J. H. (1956). ‘Canalized rivers and lock canals.’ Section 15, pp. 148–72 of Abbett, Vol. II (see in Bibliography to Chapter 5.)

    Google Scholar 

  • Symposium (1951). ‘Lock systems in the U.S.’ Trans. Amer. Soc. civ. Engrs., Vol. 116, pp. 829–90. (This Symposium presents the latest thoughts regarding the design of locks and other navigation structures.)

    Google Scholar 

  • Twain, Mark (1875). Life on the Mississippi. 527 pp. New York; Harper and Brothers. (Contains very interesting and humorous accounts of the navigation difficulties on a large alluvial river in the state of nature.)

    Google Scholar 

  • U.S. Corps of Engineers (1950–60). Engineering and Design Manual. Washington; U.S. Govt. Printing Office. (The Corps has prepared several documents that deal with its design practices. The following topics are included: run-off from snow melt; flood hydrograph analysis; reservoir regulation; navigation dams and locks; hydro-electric power plants.)

    Google Scholar 

  • Woodson, R. C. (1961). ‘Stabilization of the Middle Rio Grande in New Mexico.’ Proc. Amer. Soc. civ. Engrs., Nov. 1961, WW4, pp. 1–15. (In the Cochito to Rio Puerco reach, the Rio Grande has an average level which is normally above the level of the land behind the levees. Channel stabilization was required to protect the levees, along 105 miles of channel. The use of the Kellner jetty system is described.)

    Google Scholar 

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© 1965 Springer Science+Business Media New York

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Kuiper, E. (1965). Navigation. In: Water Resources Development. Springer, Boston, MA. https://doi.org/10.1007/978-1-4899-6281-2_9

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  • DOI: https://doi.org/10.1007/978-1-4899-6281-2_9

  • Publisher Name: Springer, Boston, MA

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