Neglecting uplift pressure, the base width of an elementary profile of a gravity dam shall be taken as
1
\(\frac{{\rm{H}}}{{{\rm{\mu G}}}}\)
2
\(\frac{{\rm{H}}}{{\sqrt {\rm{G}} }}\)
3
\({\rm{greater\;of\;}}\frac{{\rm{H}}}{{\sqrt {\rm{G}} }}\& \frac{{\rm{H}}}{{{\rm{\mu G}}}}\)
4
\({\rm{lesser\;of\;}}\frac{{\rm{H}}}{{\sqrt {\rm{G}} }}\& \frac{{\rm{H}}}{{{\rm{\mu G}}}}\)