Water inside the tank whose diameter (Dt) has an initial height (ZO) as presented on the figure above. At time (bold italic theta) equals to zero, a small plug with hole diameter (h) at the bottom was...

Water inside the tank whose diameter (Dt) has an initial height (ZO) as presented on the figure above. At time (bold italic theta) equals to zero, a small plug with hole diameter (h) at the bottom was released and the water inside the tank starts to flow at a rate (qo). For a constant water density and no fluid flow losses. The differential equation (fraction numerator bold d bold Z over denominator bold d bold theta end fraction) that best describe flow of water inside the tank during water drain isDt<br>dz<br>Zo<br>de<br>Flow rate (q.)<br>Hole diameter (h)<br>

Extracted text: Dt dz Zo de Flow rate (q.) Hole diameter (h)
Water inside the tank whose diameter (D.) has an initial height (Zo) as presented on the figure<br>above. At time (0) equals to zero, a small plug with hole diameter (h) at the bottom was<br>released and the water inside the tank starts to flow at a rate (q.). For a constant water density<br>dz<br>and no fluid flow losses. The differential equation that best describe flow of water inside<br>op<br>the tank during water drain is<br>dz<br>(A<br>- K (2ghD ) 0.50<br>do<br>ZP<br>- K (2gZh) 0.50<br>do<br>B<br>dz<br>=- K (gZ/2) 0.50<br>do<br>dz<br>- K (2gh)0.50<br>do<br>dz<br>E<br>- K (2gZ)0.50<br>do<br>

Extracted text: Water inside the tank whose diameter (D.) has an initial height (Zo) as presented on the figure above. At time (0) equals to zero, a small plug with hole diameter (h) at the bottom was released and the water inside the tank starts to flow at a rate (q.). For a constant water density dz and no fluid flow losses. The differential equation that best describe flow of water inside op the tank during water drain is dz (A - K (2ghD ) 0.50 do ZP - K (2gZh) 0.50 do B dz =- K (gZ/2) 0.50 do dz - K (2gh)0.50 do dz E - K (2gZ)0.50 do

Jun 10, 2022
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