engineering recuitment UKPSC Polytechnic Lecturer Mock Test 2024 Irrigation Engineering Design of Canals
The minimum size of sediment that may remain stable in an alluvial channel, carrying discharge intensity q, with hydraulic radius R and bottom slope S, is
1
11 RS
2
\(1.35{\left( {\frac{{{q^2}}}{g}} \right)^{1/2}}\)
3
γRS
4
None of these