The exit gradient determined by Khosla’s theory in case of design of weir working under head ‘H’ with impervious floor length ‘b’ and depth of downstream sheet pile as d is _____

Where λ is a function of b and d?

1
\(\frac{{\rm{H}}}{{\rm{d}}}\frac{1}{{{\rm{\pi }}\sqrt {\rm{\lambda }} }}\)
2
\(\frac{{\rm{d}}}{{\rm{H}}}{\rm{}}\frac{1}{{{\rm{\pi }}\sqrt {\rm{\lambda }} }}\)
3
\(\frac{{\rm{H}}}{{\rm{d}}}\frac{1}{{\sqrt {\rm{\lambda }} }}\)
4
\(\frac{{\rm{H}}}{{\rm{d}}}{\cos ^{ - 1}}\left( {\frac{{{\rm{\lambda }} - 1}}{{\rm{\lambda }}}} \right)\)

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