reporte sumidero punto 9
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12:00:16 PM Page 1 of 1 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
10/03/12 FlowMaster v5.17Academic Edition
Worksheet for Irregular Channel
SUMIDERO PUNTO 9
Project Description
Project File c:\haestad\academic\fmw\punto 9.fm2
Worksheet Punto de Sumidero 9
Flow Element Irregular Channel
Method Manning's Formula
Solve For Water Elevation
Input Data
Channel Slope 0.3292 %
Elevation range: 428.840 m to 429.100 m.
Station (m) Elevation (m) Start Station End Station Roughness
0.00 429.10 0.00 7.50 0.016
0.00 428.90
7.50 428.84
7.50 429.04
Discharge 461.280 l/s
Results
Wtd. Mannings Coefficient 0.016
Water Surface Elevation 428.96 m
Flow Area 0.66 m²
Wetted Perimeter 7.68 m
Top Width 7.50 m
Height 11.80 cm
Critical Depth 428.94 m
Critical Slope 0.006169 m/m
Velocity 0.70 m/s
Velocity Head 0.02 m
Specific Energy 428.98 m
Froude Number 0.75
Flow is subcritical.
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