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olga2289 [7]
3 years ago
6

A wire with a mass of 1.50 g/cm is placed on a horizontal surface with a coefficient of friction of 0.200. The wire carries a cu

rrent of 1.52 A eastward and moves horizontally to the north. What are the magnitude and the direction of the smallest magnetic field that enables the wire to move in this fashion?
Physics
1 answer:
alexgriva [62]3 years ago
3 0

Answer:

0.193 T

Inward direction

Explanation:

\frac{m}{L} = Mass per unit length of wire = 1.50 g/cm = \frac{1.50\times 10^{-3}kg}{0.01 m} = 0.15 kg/m

i = magnitude of current = 1.52 A

B = magnitude of magnetic field = ?

m = mass of the wire

L = length of the wire

μ = Coefficient of friction = 0.200

For the wire to move,

magnetic force = frictional force

i B L = μ m g

(1.52) B L = (0.200) (9.8) m

(1.52)  B = (0.200) (9.8) \frac{m}{L}

(1.52)  B = (0.200) (9.8) (0.15)

B = 0.193 T

Direction of magnetic force is towards north and current is directed towards east. hence using right hand rule, the direction of magnetic field comes out to be in inward direction.

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How will unbalanced forces affect the speed and direction of an object
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Answer:

Explanation:

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Hope this helps :)

3 0
3 years ago
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}

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q is the flow rate

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

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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

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Va = V/Φ

Φ is the porosity = 0.15

Va = 0.0363 / 0.15

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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

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