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slamgirl [31]
4 years ago
7

A watermelon is thrown down from a skyscraper with a speed of 7.0\,\dfrac{\text m}{\text s}7.0 s m ​ 7, point, 0, space, start f

raction, m, divided by, s, end fraction. It lands with an impact velocity of 20\,\dfrac{\text m}{\text s}20 s m ​ 20, space, start fraction, m, divided by, s, end fraction. We can ignore air resistance. What is the displacement of the watermelon?
Physics
2 answers:
Degger [83]4 years ago
7 0

Answer:

y = 17,89 m

Explanation:

Let us fixate the reference point in top of the building, from where the watermelon is thrown down. We will assume also that the positive axis of our system points up. We describe the watermelon’s motion with the equation:

 v_y^2 =v_0^2 + 2ay

Clearing the equation so we isolate y we have that:

 y = (v_y^2 - v_0^2 )/2a

Making a substitution with the values from the statement we have:

y = ((20 m/s)^2 - (7 m/s)^2)/(2*9,81 m/s^2) = 17,89 m]

So, this skyscraper is about 17,89 m tall; which is not very tall for a skyscraper but who am I to judge.  17,89 m is also the displacement of the watermelon from the point it was thrown down.

I hope everything was clear with my explanation. If I can help with anything else, just let me know. Have an awesome day :D

LenKa [72]4 years ago
5 0

Answer:

Displacement=(17.890m) j

Explanation:

First, let's write all the data for this exercise.

The initial speed is

v_{0}=7.0\frac{m}{s}

The final speed is

v_{f}=20\frac{m}{s}

If we ignore air resistance, we can use the following equation to calculate the distance travelled by the watermelon in this freefall motion :

v_{f}^{2}=v_{0}^{2}+2gy (I)

Where v_{f} is the final speed

Where v_{0} is the initial speed

Where g is the acceleration due to gravity

And where y is the distance traveled by the object

The gravity acceleration has a positive sign if we consider as positive the sense of the free fall motion (downward positive sense).

If we replace all the data in the equation (I) :

v_{f}^{2}=v_{0}^{2}+2gy

v_{f}^{2}-v_{0}^{2}=2gy

y=\frac{v_{f}^{2}-v_{0}^{2}}{2g}

The value of g is g=9.81\frac{m}{s^{2}} ⇒

y=\frac{(20\frac{m}{s})^{2}-(7.0\frac{m}{s})^{2}}{2.(9.81)\frac{m}{s^{2}}}

y=17.890m

Now, if we want to give a value to the displacement vector, we continue with our reference system (which we considered positive downward sense)

Displacement=(17.890m) j

Where j is the unitary vector that gives to the displacement the vectorial character.

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<h2>A  or B</h2>

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A confined aquifer with a porosity of 0.15 is 30 m thick. The potentiometric surface elevation at two observation wells 1000 m a
AlekseyPX

Answer:

Part (a) The flow rate per unit width of the aquifer is 1.0875 m³/day

Part (b) The specific discharge of the flow is 0.0363 m/day

Part (c) The average linear velocity of the flow is 0.242 m/day

Part (d) The time taken for a tracer to travel the distance between the observation wells is 4132.23 days = 99173.52 hours

Explanation:

Part (a) the flow rate per unit width of the aquifer

From Darcy's law;

q = -Kb\frac{dh}{dl}

where;

q is the flow rate

K is the permeability or conductivity of the aquifer = 25  m/day

b is the aquifer thickness

dh is the change in th vertical hight = 50.9m - 52.35m = -1.45 m

dl is the change in the horizontal hight = 1000 m

q = -(25*30)*(-1.45/1000)

q = 1.0875 m³/day

Part (b) the specific discharge of the flow

V = \frac{Q}{A} = \frac{q}{b} = -K\frac{dh}{dl}\\\\V = -(25 m/d).(\frac{-1.45 m}{1000 m}) = 0.0363 m/day

V = 0.0363 m/day

Part (c) the average linear velocity of the flow assuming steady unidirectional flow

Va = V/Φ

Φ is the porosity = 0.15

Va = 0.0363 / 0.15

Va = 0.242 m/day

Part (d) the time taken for a tracer to travel the distance between the observation wells

The distance between the two wells = 1000 m

average linear velocity = 0.242 m/day

Time = distance / speed

Time = (1000 m) / (0.242 m/day)

Time = 4132.23 days

        = 4132.23 days *\frac{24 .hrs}{1.day} = 99173.52, hours

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3 years ago
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