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Properties of Matter:
The fluid pressure at a point within a fluid is given as :
P = h ρ g
(i) Streamline motion, and
(ii) Turbulent motion.
a1 v1 = a2 v2
where a1 and a2 are the areas of two different cross-sections of a tube of flow and v1 and v2 respectively are the velocities of flow through these sections.
P/ ρ + gh + v2/2= constant
Strains are of three types, namely
(i) Linear strain,
(ii) Volume strain, and
(iii) Shearing strain.
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state & prove virginals principale.
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i have seen the example of the above topic on your page and i would like to have a solution for it
In reclamation involving large volumes of fill and tight programme, shall engineers use marine fill or mud extracted from land borrow area as filling material? There are two
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