CALCULATION OF PARAMETERS OF LIVING SECTION OF IRRIGATION CHANNELS
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.
Keywords
Channel, stability, hydraulic size, deposits, flow depth, hydrodynamic stability, quasistability of the flow.
References
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