HYDRANT DISCHARGE
2
Q=C f C d D P
Q=167 P
Cd=
Q=
Cd=
D=
P=
Cf=
Given
Cd=
Typical
Outlet
P=
Cf=
Given:
Design Anaylsis #835
1908 Tamiami Tr.
0.9
2.5 inches
46 psi
29.8
1 Ports
*Q= 1136.89 gpm
*Information is based on Sarasota County Agency
Q r =Q t
Qr=
Qt=
10/2/2016
Carmino Spina
US#31982127
CWR 4202-Hydraulics
Hydraulic Engineering
Chapt 5
Problems
Water
60def F
= 1E-005 ft^2/s
5.32 Solve for the distribution of flow in the network of Example 5-8, pages 254-256, if the loads
at points D, E, and C are 0 cfs