287 CHAPTER 6 form flow at locations 1 and 2. Develop a relationship for the force Fp acting on the sluice gate as a function of depths y, and vas mass flow rate m, gravitational constant g, gate width w, and water density p. Sluice gate y1 V1 V2 y2 FIGURE P6-46 6-46 A sluice gate, which controls flow rate in a channel by simply raising or lowering a vertical plate, is commonly used in irrigation systems. A force is exerted on the gate due to the difference between the water heights y, and y2 and the flow velocities V, and V2 upstream and downstream from the gate, respecti vely. Take the width of the sluice gate (into the page) to be w. Wall shear stresses along the channel walls may be ignored, and for simplicity, we assume steady, uni-

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287
CHAPTER 6
form flow at locations 1 and 2. Develop a relationship for the
force Fp acting on the sluice gate as a function of depths y,
and vas mass flow rate m, gravitational constant g, gate width
w, and water density p.
Sluice gate
y1
V1
V2
y2
FIGURE P6-46
6-46 A sluice gate, which controls flow rate in a channel
by simply raising or lowering a vertical plate, is commonly
used in irrigation systems. A force is exerted on the gate due
to the difference between the water heights y, and y2 and the
flow velocities V, and V2 upstream and downstream from
the gate, respecti vely. Take the width of the sluice gate (into
the page) to be w. Wall shear stresses along the channel walls
may be ignored, and for simplicity, we assume steady, uni-
Transcribed Image Text:287 CHAPTER 6 form flow at locations 1 and 2. Develop a relationship for the force Fp acting on the sluice gate as a function of depths y, and vas mass flow rate m, gravitational constant g, gate width w, and water density p. Sluice gate y1 V1 V2 y2 FIGURE P6-46 6-46 A sluice gate, which controls flow rate in a channel by simply raising or lowering a vertical plate, is commonly used in irrigation systems. A force is exerted on the gate due to the difference between the water heights y, and y2 and the flow velocities V, and V2 upstream and downstream from the gate, respecti vely. Take the width of the sluice gate (into the page) to be w. Wall shear stresses along the channel walls may be ignored, and for simplicity, we assume steady, uni-
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