Standard step method: Difference between revisions

Revision as of 23:57, 24 April 2013

Revision as of 23:59, 24 April 2013

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[[File:Surface Water Profiles.jpg|Surface Water Profiles]]<br /><br />

'''Figure 3.''' This figure illustrates the different classes of surface water profiles experienced in steep and mild reaches during gradually varied flow conditions<ref>{{cite book|last=Chow|first=V.T.|title=Open-Channel Hydraulics|year=1959|publisher=McGraw-Hill|___location=New AdaptedYork}}</ref> from Chow 1959. <br /><br />

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:* The Channel is prismatic <math>(\frac{da}{dy} = 0)</math>

:* There is a hydrostatic pressure distribution<br /><br />

==Standard Step Method Calculation==