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Cir�ular Chenne? P,nalysis & Design
<br />Solvad oiith Manning's Equatien
<br />�p�n Channel — Uniforn flow
<br />Werksheei Nama:
<br />ComMeni: CHECK OEFTH OF FLGW iN 6" TO WETVAUL7
<br />5olve For Nctu�l DeptF
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<br />6iven Input Data:
<br />D+ameter..,.....,. 0.5' ft
<br />S1oPe ............. 0.0C�5@ ii/ft ✓
<br />Mannin�'s n....... �.013
<br />�ischarge......... �.20 cfs Q� �'�: D,20c�s
<br />Computed Resulis:
<br />Deo'th .............
<br />Velociiy..........
<br />Flow fir:a....�....
<br />Criticsl Depin..,.
<br />Criti:al Sloae....
<br />Perc�nt Full......
<br />Full Capacity,....
<br />t�MAX C�.gdD..,,.,..
<br />Fr�ude Numb=r.....
<br />�.2Z f t� %J=�, 22 � F�,C� O/liF/�'E� D�
<br />Z.l�� fpa
<br />C�.IO St
<br />�,21 ft
<br />@.0064 fi/ii
<br />32.65 %
<br />0.87 cis
<br />t�.93 cfs
<br />0.88 (floa is SubcriticalY
<br />Open Channel Flow Module, l�ersion 3.41 tc) 19q1
<br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Gt @67@6
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