INPUT DATA:
[Description]
[Example]
Units: |
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[U.S. units] (SI units) |
Type of transition: |
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Shape function: |
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♦ If Shape function = c, enter eleven (11) paired values of half top width and half bottom width, at equidistances, from u/s to d/s
(separate each value with a comma; maximum string length is 150 characters)
[See Description]:
Half top width 0.5 T :
Half bottom width 0.5 b :
Flow discharge Q [cfs] (m3/s) :
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Upstream data:
Bottom width bu [ft] (m) :
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Side slope zu [z H : 1 V] :
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Bottom slope Su [ft/ft] (m/m) :
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Water surface elevation Zu [ft] (m) :
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Downstream data:
Bottom width bd [ft] (m) :
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Side slope zd [z H : 1 V] :
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[ May leave blank if cross section is rectangular ]
Bottom slope Sd [ft/ft] (m/m) :
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OUTPUT:
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) | (11) | Sta. | Δy' (ft) | Δhv (ft) | hv (ft) | V (fps) | A (ft2) | 0.5 T (ft) | 0.5 b(ft) | y (ft) | P (ft) | R (ft) | 0 + 00 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
(1) | (12) | (13) | (14) | (15) | (16) | (17) | (18) | (19) | (20) | Sta. | Sf | Δhf | ∑ Δhf | Zw (ft) | Zb (ft) | z (z H : 1 V) | ZL (ft) | HL (ft) | 0.5 W (ft) | 0 + 00 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Your request was processed at 03:38:06 am on December 23rd, 2024 [
241223 03:38:06 ].
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