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7. Understanding critical flow

7. Understanding critical flow

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Water and Rivers Commission<br />

Waterways WA Program. Managing and enhancing our waterways for the future<br />

A<br />

B<br />

C<br />

D<br />

Figure <strong>7.</strong>1: Demonstrating <strong>flow</strong> conditions above and below <strong>critical</strong> <strong>flow</strong>, for (A) sharp-crested weir, (B) broad crested<br />

weir, (C) Ogee spillway and (D) natural rocky riffle. It is the head or depth above the obstruction (at sub-<strong>critical</strong> <strong>flow</strong>);<br />

hc is the <strong>critical</strong> depth, being equal to 2/3H (point of <strong>critical</strong> <strong>flow</strong> just above the fall where super-<strong>critical</strong> <strong>flow</strong> occurs).<br />

Sub-<strong>critical</strong> <strong>flow</strong> returns at a below the hydraulic jump.<br />

Figure <strong>7.</strong>2: Rippling effect on <strong>flow</strong>ing water with respect to sub-<strong>critical</strong> <strong>flow</strong> (A) and<br />

super <strong>critical</strong> <strong>flow</strong>s (B).<br />

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