This preview shows page 1. Sign up to view the full content.
Unformatted text preview: EXAMPLE (Sluice gate)
A sluice gate controls flow in open channels. At sections 1 and 2, the flow is
uniform and the pressure is hydrostatic. Neglecting bottom friction and atmospheric pressure, decide the velocities and , and the horizontal force required to hold the gate if
6 m,
1 m, and
5 m. Solution
Choose a control volume that cuts through known regions (section 1 and
section 2, the bottom and the atmosphere) and that cuts along regions where unknown information is desired (the gate, with its force ). Assume steady incompressible flow with no variation across the width . The inlet and outlet mass flows balance: or We may use gage pressures for convenience because a uniform atmospheric
pressure causes no force. With positive to the right, equate the net horizontal
force to the directed momentum change:
∑
or
2 Solve for and eliminate 2 using the mass flow relation. The desired result is: 1
2 1 1 Now, if we apply energy (Bernoulli) equation to the two points at the free surface
(
0 before and after the gate:
2
Eliminate using the mass flow relation, then: 2 2 2
⁄ where, ⁄ 1 ⁄ 1 6
. ⁄ ⁄ . Ans. and
1.674 m⁄s 6 ⁄ . Ans. Finally the gate force is:
1
998 1
9.81 998 6 5 6 5 1.674 1
6 1 Ans. ...
View
Full
Document
This note was uploaded on 12/08/2011 for the course MECHANICS 57:020 taught by Professor Fredrickstern during the Fall '10 term at University of Iowa.
 Fall '10
 FredrickStern
 Force, Friction

Click to edit the document details