PersianEng
Mechanical
- Oct 23, 2003
- 15
An sluice gate is operating on a pipe with maximum pressures due to an upstream pump of 50 psi and discharges to an open top tank of 10ft depth. On the other hand since the gate is to contol the flow to the tank and the tank level it may not be fully open sometimes and will see flow presure behind it. Now the questions are:
1) Whether I should consider the design head of sluice gate as 115 ft (50 psi line pressure)or not.
2) If the answer to the first question is "yes", is it cosidered very unusual to operate a sluice gate against 115ft of head.
Thanks.
1) Whether I should consider the design head of sluice gate as 115 ft (50 psi line pressure)or not.
2) If the answer to the first question is "yes", is it cosidered very unusual to operate a sluice gate against 115ft of head.
Thanks.