Texas Instruments TI-86 User Manual - Page 268

Reservoir Problem, Solving Bernoulli's equation for v

Page 268 highlights

256 Chapter 19: Applications Reservoir Problem On the TI-86, you can use parametric graphing animation to solve a problem. Consider a water reservoir with a height of 2 meters. You must install a small valve on the side of the reservoir such that water spraying from the open valve hits the ground as far away from the reservoir as possible. At what height should you install the valve to maximize the length of the water stream when the valve is wide open? Assume a full tank at time=0, no acceleration in the x direction, and no initial velocity in the y direction. Also, ignore valve-size and valve-type factors. Integrating the definition of acceleration in both the x and y directions twice yields the equations x=v0t and y=h0N(gt2)à2. Solving Bernoulli's equation for v0 and substituting into v0t results in this pair of parametric equations: xt=t‡(2g(2Nh0)) yt=h0N(gt2)à2 t = time in seconds h0 = height of the valve in meters g = the built-in acceleration of gravity constant When you graph these equations on the TI-86, the y-axis (x=0) is the side of the reservoir where the valve is to be installed. The x-axis (y=0) is the ground. Each plotted parametric equation represents the water stream when the valve is at each of several heights.

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256
Chapter 19: Applications
Reservoir Problem
On the TI
-
86, you can use parametric graphing animation to solve a problem.
Consider a water reservoir with a height of 2 meters. You must install a small valve on the
side of the reservoir such that water spraying from the open valve hits the ground as far
away from the reservoir as possible. At what height should you install the valve to
maximize the length of the water stream when the valve is wide open?
Assume a full tank at time=0, no acceleration in the x direction, and no initial velocity in the
y direction. Also, ignore valve-size and valve-type factors. Integrating the definition of
acceleration in both the x and y directions twice yields the equations x=v
0
t and
y=h
0
N
(gt
2
)
à
2. Solving Bernoulli’s equation for v
0
and substituting into v
0
t results in this pair
of parametric equations:
xt=t
(2g(2
N
h
0
))
yt=h
0
N
(gt
2
)
à
2
t = time in seconds
h
0
= height of the valve in meters
g = the built-in acceleration of gravity constant
When you graph these equations on the TI
-
86, the y-axis (x=0) is the side of the reservoir
where the valve is to be installed. The x-axis (y=0) is the ground. Each plotted parametric
equation represents the water stream when the valve is at each of several heights.