CALCULATION OF PARAMETERS OF LIVING SECTION OF IRRIGATION CHANNELS

Authors

  • Rahimov Ashraf Rasul o‘g‘li Doctor of Philosophy in Technical Sciences (PhD). Karshi Institute of Engineering and Economics, Karshi city, Uzbekistan.

Keywords:

Channel, stability, hydraulic size, deposits, flow depth, hydrodynamic stability, quasistability of the flow.

Abstract

The article analyzes the existing calculation formulas for establishing the width of a stable channel, compared the calculated, laboratory and field data, and on the basis of this, a dependence was obtained to calculate the relative width of stable earthen channels in sandy unbound soils.

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References

Lane E.M. Design of stable channels. Trans. ASCE, 1955, 120-123.

Lindley E.S. Regimb channels-Proc, Punjab end, Congress, 1919, 7, 63.

Lacey G. Stable channels от alluvium-Proc Instnciv, end, London, 1929-30, 229, 258-384.

Lacey G. Uniform flow in alluvial rivers and canals-Proc. Instn, Civ. End. London, 1933-34, 237, 421-53

Parker G. Hydraulic geometry of active gravet rivers.-«I. Hydr. Div. Proc. ASCE», 1978. 105, N9, 1185-1201.

Simons D.B., Alberlson M.L. Uniform water conveyance channels in alluvial material.-Proc, ASCE. May, 1969, 86 (HYS), 33.

Chilate S.V. Shape and sire of olluvial channels,-Proc, ASCE, July, 1976, 102 (HYS), 1003-1011.

Chital S.W. Design of alluvial channels-Q 20, R 17,6/th с ongress ICID, Delhi. 1966.

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Published

2023-12-23

How to Cite

Rahimov Ashraf Rasul o‘g‘li. (2023). CALCULATION OF PARAMETERS OF LIVING SECTION OF IRRIGATION CHANNELS. International Multidisciplinary Journal for Research & Development, 10(12). Retrieved from https://www.ijmrd.in/index.php/imjrd/article/view/684

Issue

Vol. 10 No. 12 (2023): International Multidisciplinary Journal for Research & Development

Section

Articles

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