Caudal 6H 2.74

Vertedero Rectangular

L 3 Hd/hh 0.74

2.703Q= 3.629

Hd 2

C 1.900

x1 2.000 y1 1.909x2 10.000 y2 1.815

h=0.05 h=0.10 h=0.20 h=0.40 h=0.60 h=0.80 h=1.00 h=1.50

0.5 2.316 2.285 2.272 2.266 2.263 2.262 2.262 2.261

1 2.082 2.051 2.037 2.03 2.027 2.026 2.025 2.024

2 1.964 1.933 1.919 1.912 1.909 1.908 1.907 1.906

10 1.87 1.839 1.824 1.817 1.815 1.814 1.813 1.812

\infty 1.846 1.815 1.801 1.793 1.791 1.79 1.789 1.788

Q= 5.989

Hd/h

Vertedero Rectangular Carga en Diámetro del orificio en plg De Medaugh y Jonhson

pies 0.25 0.5 0.75 1 2 40.8 0.647 0.627 0.616 0.609 0.603 0.601 g

3.629 1.4 0.635 0.619 0.61 0.605 0.601 0.599 Carga2 0.629 0.615 0.607 0.603 0.6 0.599 Cd4 0.621 0.609 0.603 0.6 0.598 0.5976 0.617 0.607 0.601 0.599 0.596 0.596 x18 0.614 0.605 0.6 0.598 0.596 0.595 x210 0.613 0.604 0.599 0.597 0.595 0.59512 0.612 0.603 0.599 0.597 0.595 0.59514 0.611 0.603 0.598 0.596 0.595 0.59416 0.61 0.602 0.598 0.596 0.595 0.59420 0.609 0.602 0.598 0.596 0.595 0.594 Orificio25 0.608 0.608 0.601 0.597 0.595 0.59430 0.607 0.6 0.597 0.595 0.594 0.59440 0.606 0.6 0.596 0.595 0.594 0.59350 0.605 0.599 0.596 0.595 0.594 0.59360 0.605 0.599 0.596 0.594 0.593 0.59380 0.604 0.598 0.595 0.594 0.593 0.593100 0.604 0.598 0.595 0.594 0.593 0.593120 0.603 0.598 0.595 0.594 0.593 0.592

9.810 α 1.000 g 9.810 α 1.0005.709 ꬾ 1.640 Carga 7.349 ꬾ 2.6180.598 Cc 0.650 Cd 0.596 Cc 0.650

4.000 y1 0.599 x1 6.000 y1 0.5966.000 y2 0.597 x2 8.000 y2 0.595

Q= 0.629 Q= 1.731

Orificio Compuerta