A tank with a horizontal sectional area constant at 10 square meter and 4 m high contains water to a depth of 3.5 m. the tank has a circular orifice 5 cm in diameter and located at its side 0.5 m above the bottom. if the coefficient of discharge of the orifice is 0.60, find the duration of flow though the orifice.
Given "A=10 m^2, h_1=3.5m, h_2=3.5m-0.5m=3m,"
"r=5cm\/2=0.025cm,C_d=0.60"
After time "dt"
"C_d(\\pi r^2)\\sqrt{2gh}dt=-Adh"
"dt=-\\dfrac{A}{\\pi C_dr^2\\sqrt{2g}}h^{-1\/2}dh"
Integrate
"T=-\\dfrac{A}{\\pi C_dr^2\\sqrt{2g}}[2\\sqrt{h}]\\begin{matrix}\n h_2 \\\\\n h_1\n\\end{matrix}"
"T=\\dfrac{2A(\\sqrt{h_1}-\\sqrt{h_2})}{\\pi C_dr^2\\sqrt{2g}}"
"T=\\dfrac{2(10m^2)(\\sqrt{3.5m}-\\sqrt{3m})}{\\pi (0.6)(0.025m)^2\\sqrt{2(9.81m\/s^2)}}"
"=532 s"
The duration of flow though the orifice is "532s."
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