The Optimal <svg     style="vertical-align:-0.0pt;width:21.075001px;" id="M1" height="20.85" version="1.1" viewBox="0 0 21.075001 20.85" width="21.075001"  xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg">
	
		
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</svg> Error Estimate of Stabilized Finite Volume Method for the Stationary Navier-Stokes Problem

<table>Streamlines for <svg height="16.6625" id="M254" style="vertical-align:-3.56265pt" version="1.1" viewbox="0 0 141.91251 16.6625" width="141.91251" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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q0 -76 10 -138.5t37 -107.5t69 -45q32 0 55.5 25t35.5 68.5t17.5 91.5t5.5 105t-5.5 105.5t-18 92t-36 68t-56.5 24.5z" id="x30"></path></g>
</svg> ((a) P5N10 (wrong result), (b) P10N5 (right result)).</table>

Advances in Numerical Analysis

fig7

Figure 7

Figure 7: The Optimal <svg     style="vertical-align:-0.0pt;width:21.075001px;" id="M1" height="20.85" version="1.1" viewBox="0 0 21.075001 20.85" width="21.075001"  xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg">
	
		
			<g transform="matrix(.022,-0,0,-.022,.062,20.788)"><path id="x1D43F" d="M559 163q-23 -66 -68 -163h-474l6 26q62 4 79.5 19.5t28.5 75.5l78 409q7 35 8.5 49t-8 25t-24 13t-51.5 5l5 28h266l-6 -28q-65 -5 -79.5 -18t-25.5 -74l-76 -406q-10 -57 14 -75q12 -13 96 -13q93 0 126 29q41 40 76 109z" /></g>

			<g transform="matrix(.016,-0,0,-.016,12.862,10.025)"><path id="x32" d="M412 140l28 -9q0 -2 -35 -131h-373v23q112 112 161 170q59 70 92 127t33 115q0 63 -31 98t-86 35q-75 0 -137 -93l-22 20l57 81q55 59 135 59q69 0 118.5 -46.5t49.5 -122.5q0 -62 -29.5 -114t-102.5 -130l-141 -149h186q42 0 58.5 10.5t38.5 56.5z" /></g>

		
	
</svg> Error Estimate of Stabilized Finite Volume Method for the Stationary Navier-Stokes Problem 

Advances in Numerical Analysis

The Optimal Error Estimate of Stabilized Finite Volume Method for the Stationary Navier-Stokes Problem

Figure 7