Numerical and Experimental Study of Pump Sump Flows

<table>Time-averaged and instantaneous flow patterns of streamline in section <svg height="11.375" id="M187" style="vertical-align:-0.17555pt" version="1.1" viewbox="0 0 19.825001 11.375" width="19.825001" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,11.112)"><path d="M667 650l-9 -28q-53 -5 -76 -17t-64 -59q-51 -61 -175 -225q-21 -29 -27 -55l-27 -136q-13 -65 -0.5 -80t83.5 -22l-7 -28h-280l8 28q64 4 81 19t30 83l25 128q6 35 -7 65l-98 231q-17 41 -32.5 52t-68.5 16l8 28h252l-6 -28l-40 -4q-27 -3 -33 -12.5t2 -31.5
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q0 45 -26.5 69.5t-68.5 24.5q-67 0 -120 -79l-20 20l43 63q51 56 127 56h1q66 0 107 -37t41 -95q0 -42 -31 -71q-22 -23 -68 -54z" id="x33"></path></g>
</svg> for case SL. Note that the blue strip marks the free surface.</table>

Mathematical Problems in Engineering

Numerical and Experimental Study of Pump Sump Flows

Figure 10