Answer / vipin kumar saini

Quantity of concrete in this slab= 0.1cum (and now quantity of sand =0 .0217cum(32 kg) and quantity of sand =0.0434cum and gravel quantity= 0.0868 cum)

minor loss due to sudden contraction 1>flow contraction 2>Expanssion of flow after sudden contraction 3>cavitation 4>boundry friction

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