РАСЧЕТ ПАРАМЕТРОВ ЖИВОГО СЕЧЕНИЯ ИРРИГ АЦИОННЫХ КАНАЛОВ
Keywords:
Key words: channel, stability, hydraulic size, deposits, flow depth, hydrodynamic stability, quasistability of the flow.Abstract
Annotation. 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.
References
ЛИТЕРАТУРА:
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,
-53
Parker G. Hydraulic geometry of active gravet rivers.-«I. Hydr. Div. Proc. ASCE», 1978. 105, N9,
-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.
Рекомендации по гидравлическому расчёту крупных каналов (Совет по гидравлике при
ГКНТ, 1986).