Explanation:
The given data is as follows.
Mass, m = 62 kg, Initial speed, = 6.90 m/s
Length of rough patch, L = 4.50 m, coefficient of friction, = 0.3
Height of inclined plane, h = 2.50 m
According to energy conservation equation,
(Final kinetic energy) + (Final potential energy) = Initial kinetic energy + Initial potential energy - work done by the friction
Since, final potential energy is equal to zero. Therefore, the equation will be as follows.
Cancelling the common terms in the above equation, we get
=
= 36.055 - 13.23
= 22.825
= 6.75 m/s
Thus, we can conclude that the skier is moving at a speed of 6.75 m/s when she gets to the bottom of the hill.
Answer:
Explanation:
mass, m = 62 kg
initial velocity, u = 6.9 m/s
length, l = 4.5 m
height, h = 2.5 m
coefficient of friction, μ = 0.3
Final kinetic energy + final potential energy = initial kinetic energy + initial potential energy + wok done by friction
Let the final velocity is v.
0.5 mv² + 0 = 0.5 mu² + μmgl + mgh
0.5 v² = 0.5 x 6.9 x 6.9 + 0.3 x 9.8 x 4.5 + 9.8 x 2.5
0.5 v² = 23.805 + 13.23 + 24.5
v² = 123.07
v = 11.1 m/s
Depending on its size, composition, and the eccentricity of its orbit, that scanty description could apply to a planet, an asteroid, a comet, a meteoroid, or another star.
Answer:
The volume flow rate is 3.27m³/s
Diameter at the refinery is 88.64cm
Explanation:
Given
At the wellhead
Pipes diameter, d2 = 59.1cm = 0.591m
Flow speed of petroleum f2 = 11.9m/s
At the refinery,
Pipes diameter, d1 = ? Unknown
Flow speed of petroleum, f1 = 5.29m/s
Calculating the volume flow rate of petroleum along the pipe.
Volume flow rate = Flow rate * Area along the pipe
V = 11.9 * πd²/4
V = 11.9 * 22/7 * 0.591²/4
V = 3.265778m³/s
The volume flow rate is 3.27m³/s -------- Approximated
Since it's not stated if the flowrate is uniform throughout the pipe, we'll assume that flow rate is the same through out...
Using V1A1 = V2A2, where V1 & V2 Volume flow rate at both ends and area = Area of pipes at both ends
This gives;
V1A1 = V1A2
V1*πd1²/4 = V2 * πd2²/4 ----------- Divide through by π/4
So, we are left with
V1d1² = V2d2²
5.29 * d1²= 11.9 * 59.1²
d1² = 11.9 * 59.1²/5.29
d1² = 7857.172
d1 = √7857.172
d1 = 88.6406904305240618
d1 = 88.64cm --------------- Approximated
body about an axis along the axis of thecylinder?
Answer:
I = 0.0025 kg.m²
Explanation:
Given that
m= 2 kg
Diameter ,d= 0.1 m
Radius ,
R=0.05 m
The moment of inertia of the cylinder about it's axis same as the disc and it is given as
Now by putting the all values
I = 0.0025 kg.m²
Therefore we can say that the moment of inertia of the cylinder will be 0.0025 kg.m².
Answer:
The speed is
Explanation:
From the question we are told that
The angle of slant is
The weight of the toolbox is
The mass of the toolbox is
The start point is from lower edge of roof
The kinetic frictional force is
Generally the net work done on this tool box can be mathematically represented as
The workdone due to weigh is =
The workdone due to friction is =
Substituting this into the equation for net workdone
Substituting values
According to work energy theorem
From the question we are told that it started from rest so u = 0 m/s
Making v the subject
Substituting value
To solve this problem we will apply the concepts related to the conservation of momentum. Momentum can be defined as the product between mass and velocity. We will depart to facilitate the understanding of the demonstration, considering the initial and final momentum separately, but for conservation, they will be later matched. Thus we will obtain the value of the mass. Our values will be defined as
Initial momentum will be
After collision
Final momentum
From conservation of momentum
Replacing,
b) Calculate the flow speed in the bathroom.
c) What is algebraic expression for the pressure in the bathroom?
d) Calculate the water pressure in the bathroom. Report your answer in the (atm) unit.
Answer:
A) A₁ V₁ = A₂V₂
B) V₂ = 19 m /s
C) P₁ + (1/2)ρv₁² = P₂ + (1/2)ρv₂² + (h₂ - h₁ )ρg
D) P₂ = 1.88 atm
Explanation:
A) From the piaget's theory of conservation of volume, we can calculate the rate of flow of water from;
A₁ V₁ = A₂V₂
Where;
A₁ and A₂ are area of cross section V₁ and V₂ are velocity of flow at two places along pipe.
B) Using the formula given in A above, we obtain;
π x 1.2² x 4.75 = π x 0.6² x V₂
V₂ x 0.36 = 6.84
V₂ = 6.84/0.36
V₂ = 19 m /s
c ) To find pressure we shall apply Bernoulli's theorem in fluid dynamics;
P₁ + (1/2)ρv₁² = P₂ + (1/2)ρv₂² + (h₂ - h₁ )ρg
Where;
P₁ and P₂ are pressure at ground and second floor respectively
v₁ and v₂ are velocity at ground and second floor respectively
h₁ and h₂ are height at ground and second floor respectively ρ is density of water.
Thus, plugging in the relevant values to obtain;
4.1 x 10⁵ + (1/2 x 1000 x 4.75²) = P₂ + (1/2 x 1000 x 19²) + (5.2 x 1000 x 9.8)
(4.1 x 10⁵) + (0.11 x 10⁵) = P₂ + (1.8 X 10⁵) + (0.51 X 10
P₂ = 1.9 X 10⁵ N/m² = 1.88 atm