Air freight refers to the transportation of goods through an air carrier, and it is a critical aspect of global supply chains. The process of air freight involves are picked up to the moment they are delivered to their destination.
The process begins with the booking of a shipment, which involves the air cargo forwarder receiving the request from the client. The air cargo forwarder then contacts the air carrier to book space for the shipment. The air carrier issues the air waybill that serves as a contract between the shipper and the carrier for the shipment.
The air cargo forwarder then arranges for the collection of the goods from the shipper and delivers them to the airport for inspection and clearance by customs. Once the shipment is cleared, it is loaded onto the aircraft, which transports it to its destination airport.
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Discuss the features of filter designs (Butterworth, Chebyshev,
Inverse Chebyshev, Elliptic, filter order)
Filter design is a fundamental technique in signal processing. The filtering process can be used to filter out unwanted signals and improve the quality of signals.
There are several types of filter designs available to choose from when designing a filter. The following are the characteristics of filter designs such as Butterworth, Chebyshev, Inverse Chebyshev, and Elliptic:
1. Butterworth filter design A Butterworth filter is a type of filter that has a smooth and flat response. The Butterworth filter has a flat response in the passband and a gradually decreasing response in the stopband. This filter design is widely used in audio processing, and it is easy to design and implement. The Butterworth filter is also known as a maximally flat filter design.
2. Chebyshev filter design A Chebyshev filter design is a type of filter design that provides a steeper roll-off than the Butterworth filter. The Chebyshev filter has a ripple in the passband, which allows for a sharper transition between the passband and stopband. The Chebyshev filter is ideal for applications that require a high degree of attenuation in the stopband.
3. Inverse Chebyshev filter design An Inverse Chebyshev filter design is a type of filter design that is the opposite of the Chebyshev filter. The Inverse Chebyshev filter has a ripple in the stopband and a flat response in the passband. This filter design is used in applications where a flat passband is required.
4. Elliptic filter design An elliptic filter design is a type of filter design that provides the sharpest roll-off among all the filter designs. The elliptic filter has a ripple in both the passband and the stopband. This filter design is ideal for applications that require a very high degree of attenuation in the stopband.
Filter order Filter order is a term used to describe the number of poles and zeros of the transfer function of a filter. A filter with a higher order has a steeper roll-off and better attenuation in the stopband. The filter order is an essential factor to consider when designing a filter. Increasing the filter order will improve the filter's performance, but it will also increase the complexity of the filter design and increase the implementation cost.
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When a speed-controlled exhaust fan of mass 620 kg is supported on soft elastic springs with negligible damping (original system), the resultant defection due to own weight is measured as 9 mm at the center of gravity. If the fan has a rotating unbalance of 40 gram on a radius of 1.5 m, calculate: 2.1 the response (amplitude and phase angle) at 1800 rev/min. (4) 2.2 the fan speed at resonance. (2) 2.3 the response (amplitude and phase angle) at the resonance speed. (3) (6) 2.4 If dampers are now added to the original system, which provides 25% of the critical damping, then calculate: 2.4.1 the response (amplitude and phase angle) for a speed which is 50% larger than the resonance speed as calculated in 2.2. 2.4.2 the dynamic force transmitted to the foundation for a speed which is 50% larger than the resonance speed as calculated in 2.2. (3) 2.4.3 calculate the corresponding force amplitude values for the 50% larger than the resonance speed, and then draw a Vector representation of all the dynamic forces according to good scale with all the details neatly and clearly indicated.
The amplitude is given by 0.073 mm, The phase angle is given by;0° = tan^-1[0.25 √(k/620) * 2π * 1800 / k - 6.859 x 10^5]. The speed at resonance is given by 35 rev/min.
The amplitude is given by 0.725 mm, The phase angle is given by tan^-1[0.25 √(k/620) * 2π * 35 / k - 6.859 x 10^5]. The dynamic force transmitted to the foundation is given by 0.099 N. The corresponding force amplitude is given by 0.56 N.
Given data;
Mass of the fan, m = 620 kg
Displacement due to weight, y = 9 mm
Radius, r = 1.5 m
Unbalance of the fan, U = 40 g
Fan speed, N = 1800 rev/min
2.1 The amplitude and phase angle are calculated by using;
Amp. = [U * r * 2π / g] / [(k - mω²)² + (cω)²]0° = tan^-1(cω / k - mω²)
Where;g is the acceleration due to gravity.
k is the spring constant.
c is damping constant.
m is a mass of fans.
ω is the angular frequency of the system.
Substituting the values;
The amplitude is given by;
Amp. = [40 * 1.5 * 2π / 1000] / [(k - 6.859 x 10^5)² + (0.25 √(k/620) * 2π * 1800)²] = 0.073 mm
The phase angle is given by;0° = tan^-1[0.25 √(k/620) * 2π * 1800 / k - 6.859 x 10^5]
Thus, k = 24,044 N/m and c = 15,115 N.s/m
2.2 The speed at resonance is given by;
N1 = [g / 2π √(k / m)] = [9.81 / 2π √(24,044 / 620)] = 35.43 rev/min ≈ 35 rev/min.
2.3 The amplitude and phase angle at resonance speed is calculated using the same formula. Substituting the values;
The amplitude is given by;
Amp. = [40 * 1.5 * 2π / 1000] / [(k - 6.859 x 10^5)² + (0.25 √(k/620) * 2π * 35)²] = 0.725 mm
The phase angle is given by;
0° = tan^-1[0.25 √(k/620) * 2π * 35 / k - 6.859 x 10^5]
2.4.1 The amplitude and phase angle are calculated using the same formula. Substituting the values; The amplitude is given by;
Amp. = [40 * 1.5 * 2π / 1000] / [(k - 1.045 x 10^6)² + (0.25 √(k/620) * 2π * 52.5)²] = 0.0125 mm
The phase angle is given by;0° = tan^-1[0.25 √(k/620) * 2π * 52.5 / k - 1.045 x 10^6]
2.4.2 The dynamic force transmitted to the foundation is given by;
F1 = m * ω² * Amp.F1 = 620 * (2π * 52.5 / 60)² * (0.0125 x 10^-3) = 0.099 N
2.4.3 The corresponding force amplitude is given by;
F2 = m * ω² * [U * r * 2π / g] / [(k - mω²)² + (cω)²]
Substituting the values;
F2 = 620 * (2π * 52.5 / 60)² * [40 * 1.5 * 2π / 1000] / [(24,044 - 1.045 x 10^6)² + (0.25 √(24,044/620) * 2π * 52.5)²] = 0.56 N
Vector representation of all the dynamic forces according to a good scale with all the details neatly and clearly indicated is shown in the following diagram. (The arrows show the force and the angle between them).
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a) Given the 6-point sequence x[n] = [4,-1,4,-1,4,-1], determine its 6-point DFT sequence X[k]. b) If the 4-point DFT an unknown length-4 sequence v[n] is V[k] = {1,4 + j, −1,4 − j}, determine v[1]. c) Find the finite-length y[n] whose 8-point DFT is Y[k] = e-j0.5″k Z[k], where Z[k] is the 8-point DFT of z[n] = 2x[n 1] and - x[n] = 8[n] + 28[n 1] +38[n-2]
a) To determine the 6-point DFT sequence X[k] of the given sequence x[n] = [4, -1, 4, -1, 4, -1], we can use the formula:
X[k] = Σ[n=0 to N-1] (x[n] * e^(-j2πkn/N))
where N is the length of the sequence (N = 6 in this case).
Let's calculate each value of X[k]:
For k = 0:
X[0] = (4 * e^(-j2π(0)(0)/6)) + (-1 * e^(-j2π(1)(0)/6)) + (4 * e^(-j2π(2)(0)/6)) + (-1 * e^(-j2π(3)(0)/6)) + (4 * e^(-j2π(4)(0)/6)) + (-1 * e^(-j2π(5)(0)/6))
= 4 + (-1) + 4 + (-1) + 4 + (-1)
= 9
For k = 1:
X[1] = (4 * e^(-j2π(0)(1)/6)) + (-1 * e^(-j2π(1)(1)/6)) + (4 * e^(-j2π(2)(1)/6)) + (-1 * e^(-j2π(3)(1)/6)) + (4 * e^(-j2π(4)(1)/6)) + (-1 * e^(-j2π(5)(1)/6))
= 4 * 1 + (-1 * e^(-jπ/3)) + (4 * e^(-j2π/3)) + (-1 * e^(-jπ)) + (4 * e^(-j4π/3)) + (-1 * e^(-j5π/3))
= 4 - (1/2 - (sqrt(3)/2)j) + (4/2 - (4sqrt(3)/2)j) - (1/2 + (sqrt(3)/2)j) + (4/2 + (4sqrt(3)/2)j) - (1/2 - (sqrt(3)/2)j)
= 4 - (1/2 - sqrt(3)/2)j + (2 - 2sqrt(3))j - (1/2 + sqrt(3)/2)j + (2 + 2sqrt(3))j - (1/2 - sqrt(3)/2)j
= 7 + (2 - sqrt(3))j
For k = 2:
X[2] = (4 * e^(-j2π(0)(2)/6)) + (-1 * e^(-j2π(1)(2)/6)) + (4 * e^(-j2π(2)(2)/6)) + (-1 * e^(-j2π(3)(2)/6)) + (4 * e^(-j2π(4)(2)/6)) + (-1 * e^(-j2π(5)(2)/6))
= 4 * 1 + (-1 * e^(-j2π/3)) + (4 * e^(-j4π/3)) + (-1 * e^(-j2π)) + (4 * e^(-j8π/3)) + (-1 * e^(-j10π/3))
= 4 - (1/2 - (sqrt(3)/2)j) + (4/2 + (4sqrt(3)/2)j) - 1 + (4/2 - (4sqrt(3)/2)j) - (1/2 + (sqrt(3)/2)j)
= 3 - sqrt(3)j
For k = 3:
X[3] = (4 * e^(-j2π(0)(3)/6)) + (-1 * e^(-j2π(1)(3)/6)) + (4 * e^(-j2π(2)(3)/6)) + (-1 * e^(-j2π(3)(3)/6)) + (4 * e^(-j2π(4)(3)/6)) + (-1 * e^(-j2π(5)(3)/6))
= 4 * 1 + (-1 * e^(-jπ)) + (4 * e^(-j2π)) + (-1 * e^(-j3π)) + (4 * e^(-j4π)) + (-1 * e^(-j5π))
= 4 - 1 + 4 - 1 + 4 - 1
= 9
For k = 4:
X[4] = (4 * e^(-j2π(0)(4)/6)) + (-1 * e^(-j2π(1)(4)/6)) + (4 * e^(-j2π(2)(4)/6)) + (-1 * e^(-j2π(3)(4)/6)) + (4 * e^(-j2π(4)(4)/6)) + (-1 * e^(-j2π(5)(4)/6))
= 4 * 1 + (-1 * e^(-j4π/3)) + (4 * e^(-j8π/3)) + (-1 * e^(-j4π)) + (4 * e^(-j16π/3)) + (-1 * e^(-j20π/3))
= 4 - (1/2 + (sqrt(3)/2)j) + (4/2 - (4sqrt(3)/2)j) - 1 + (4/2 + (4sqrt(3)/2)j) - (1/2 - (sqrt(3)/2)j)
= 7 - (2 + sqrt(3))j
For k = 5:
X[5] = (4 * e^(-j2π(0)(5)/6)) + (-1 * e^(-j2π(1)(5)/6)) + (4 * e^(-j2π(2)(5)/6)) + (-1 * e^(-j2π(3)(5)/6)) + (4 * e^(-j2π(4)(5)/6)) + (-1 * e^(-j2π(5)(5)/6))
= 4 * 1 + (-1 * e^(-j5π/3)) + (4 * e^(-j10π/3)) + (-1 * e^(-j5π)) + (4 * e^(-j20π/3)) + (-1 * e^(-j25π/3))
= 4 - (1/2 - (sqrt(3)/2)j) + (4/2 + (4sqrt(3)/2)j) - 1 + (4/2 - (4sqrt(3)/2)j) - (1/2 + (sqrt(3)/2)j)
= 7 + (2 + sqrt(3))j
Therefore, the 6-point DFT sequence X[k] of the given sequence x[n] = [4, -1, 4, -1, 4, -1] is:
X[0] = 9
X[1] = 7 + (2 - sqrt(3))j
X[2] = 3 - sqrt(3)j
X[3] = 9
X[4] = 7 - (2 + sqrt(3))j
X[5] = 7 + (2 + sqrt(3))j
b) To determine v[1] from the given 4-point DFT sequence V[k] = {1, 4 + j, -1, 4 - j}, we use the inverse DFT (IDFT) formula:
v[n] = (1/N) * Σ[k=0 to N-1] (V[k] * e^(j2πkn/N))
where N is the length of the sequence (N = 4 in this case).
Let's calculate v[1]:
v[1] = (1/4) * ((1 * e^(j2π(1)(0)/4)) + ((4 + j) * e^(j2π(1)(1)/4)) + ((-1) * e^(j2π(1)(2)/4)) + ((4 - j) * e^(j2π(1)(3)/4)))
= (1/4) * (1 + (4 + j) * e^(jπ/2) - 1 + (4 - j) * e^(jπ))
= (1/4) * (1 + (4 + j)i - 1 + (4 - j)(-1))
= (1/4) * (1 + 4i + j - 1 - 4 + j)
= (1/4) * (4i + 2j)
= i/2 + j/2
Therefore, v[1] = i/2 + j/2.
c) To find the finite-length sequence y[n] whose 8-point DFT is Y[k] = e^(-j0.5πk) * Z[k], where Z[k] is the 8-point DFT of z[n] = 2x[n-1] - x[n] = 8[n] + 28[n-1] + 38[n-2]:
We can express Z[k] in terms of the DFT of x[n] as follows:
Z[k] = DFT[z[n]]
= DFT[2x[n-1] - x[n]]
= 2DFT[x[n-1]] - DFT[x[n]]
= 2X[k] - X[k]
Substituting the given expression Y[k] = e^(-j0.5πk) * Z[k]:
Y[k] = e^(-j0.5πk) * (2X[k] - X[k])
= 2e^(-j0.5πk) * X[k] - e^(-j0.5πk) * X[k]
Now, let's calculate each value of Y[k]:
For k = 0:
Y[0] = 2e^(-j0.5π(0)) * X[0] - e^(-j0.5π(0)) * X[0]
= 2X[0] - X[0]
= X[0]
= 9
For k = 1:
Y[1] = 2e^(-j0.5π(1)) * X[1] - e^(-j0.5π(1)) * X[1]
= 2e^(-j0.5π) * (7 + (2 - sqrt(3))j) - e^(-j0.5π) * (7 + (2 - sqrt(3))j)
= 2 * (-cos(0.5π) + jsin(0.5π)) * (7 + (2 - sqrt(3))j) - (-cos(0.5π) + jsin(0.5π)) * (7 + (2 - sqrt(3))j)
= 2 * (-j) * (7 + (2 - sqrt(3))j) - (-j) * (7 + (2 - sqrt(3))j)
= -14j - (4 - sqrt(3)) + 7j + 2 - sqrt(3)
= (-2 + 7j) - sqrt(3)
Similarly, we can calculate Y[2], Y[3], Y[4], Y[5], Y[6], and Y[7] using the same process.
Therefore, the finite-length sequence y[n] whose 8-point DFT is Y[k] = e^(-j0.5πk) * Z[k] is given by:
y[0] = 9
y[1] = -2 + 7j - sqrt(3)
y[2] = ...
(y[3], y[4], y[5], y[6], y[7])
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Determine the torque capacity (in-lb) of a 16-spline connection
having a major diameter of 3 in and a slide under load.
The torque capacity of a 16-spline connection can be determined by the following formula:T = (π / 16) x (D^3 - d^3) x τWhere:T is the torque capacity in inch-pounds (in-lb)π is a mathematical constant equal to approximately 3.
14159D is the major diameter of the spline in inchesd is the minor diameter of the spline in inchestau is the maximum shear stress allowable for the material in psi.The formula indicates that the torque capacity of a 16-spline connection is directly proportional to the third power of the spline's major diameter.
The smaller the minor diameter, the stronger the connection. The maximum shear stress that the material can withstand also plays a significant role in determining the torque capacity.
To find the torque capacity of a 16-spline connection with a major diameter of 3 in and a slide under load, we can use the following formula:
T = (π / 16) x (D^3 - d^3) x τSubstituting the given values into the formula, we have:
T = (π / 16) x (3^3 - 2^3) x τ= (π / 16) x (27 - 8) x τ= (π / 16) x (19) x τ= 3.74 x τ.
The torque capacity of the 16-spline connection is 3.74 times the maximum shear stress allowable for the material. If the maximum shear stress allowable for the material is 2000 psi, then the torque capacity of the 16-spline connection is:T = 3.74 x 2000= 7480 in-lb.
The torque capacity of a 16-spline connection with a major diameter of 3 in and a slide under load is 7480 in-lb, assuming the maximum shear stress allowable for the material is 2000 psi. The formula used to calculate the torque capacity indicates that the torque capacity is directly proportional to the third power of the spline's major diameter.
The smaller the minor diameter, the stronger the connection. The maximum shear stress that the material can withstand also plays a significant role in determining the torque capacity.
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Distinguish between thin and thick cylinders.
Calculate the bursting pressure for a cold drawn seamless steel tubing of 60mm inside diameter with 2mm wall thickness. The ultimate strength of steel is 380 MN/m².
A sold circular shaft transmits 75 kW power at 200r.p.m. Calculate the shaft diameter, if the twist in the shaft is not to exceed 10 in 2 metres length of shaft, and shear stress is limited to 50 MN/m². Take C=100 GN/m².
A circular bar-made of cast iron is to resist an occasional torque of 2.2 kNm acting in transverse plane. If the allowable stresses in compression, tension and shear are 100 MN/m², 35 MN/m² and 50MN/m² respectively, calculate: (i) Diameter of the bar and (ii) Angle of twist under the applied torque per metre length of bar. Take: C (for cast-iron) = 40GN/m²
(1) The diameter of the bar is 160 mm.(2) The angle of twist under the applied torque per meter length of bar is 0.062 radians/m or 3.5°/m.
Thin and thick cylinders are two categories of cylinders. The major differences between the two are their wall thickness and design.
Thick cylinders are generally used for high-pressure applications, whereas thin cylinders are used for low-pressure applications. Here are some distinctions between the two:
Thin Cylinder:
Thin cylinder has a smaller radius than the thickness of its wall and it is used for low-pressure applications such as gas cylinders for domestic use.
The hoop strain is twice the longitudinal strain.
Stress is constant across the thickness of the wall.
Thin cylinders are designed to resist tension and compression forces.
Thin cylinders are used to produce boilers, gas tanks, and pipes.
Thick Cylinder:
A thick cylinder is designed to resist the internal pressure that comes with high-pressure applications.
The hoop strain and the longitudinal strain are equal.
The stress at any point within the wall thickness is variable.
The material's yield strength is critical in the design of thick-walled cylinders.
The use of a thick-walled cylinder may increase the risk of fracture.
The thicker the cylinder, the more stress it can handle.
Now, let us calculate the bursting pressure for a cold-drawn seamless steel tubing of 60mm inside diameter with a 2mm wall thickness.
Given,
Internal diameter of tubing, d = 60 mm
Thickness of wall, t = 2 mm
Ultimate strength of steel, σu = 380 MN/m²
Bursting pressure formula is given by:
pb = σu × d / 2t
= 380 × 60 / 4
= 5700 kPa
Therefore, the bursting pressure for the cold-drawn seamless steel tubing is 5700 kPa.
Now, let's calculate the diameter of the circular bar and the angle of twist per meter length of the bar:
Given,
The torque applied, T = 2.2 kNm
Maximum allowable compressive stress, σcomp = 100 MN/m²
Maximum allowable tensile stress, σtens = 35 MN/m²
Maximum allowable shear stress, τ = 50 MN/m²
Shear modulus of cast iron, C = 40 GN/m²
(i) Diameter of the bar
We know that
T/J = τ/R = Gθ/L
Where, T = torque, J = polar moment of inertia, τ = shear stress, R = radius, G = shear modulus, θ = angle of twist, and L = length of the bar.
J = πd⁴/32
T/J = τ/R
d⁴ = 16T/(πτ)
d⁴ = 16×2.2×10³/(π×50×10⁶)
d⁴ = 0.00022
d = 0.16 m or 160 mm
Therefore, the diameter of the bar is 160 mm.
(ii) Angle of twist under the applied torque per meter length of bar
θ = TL/GJ
θ = 2.2×10³ × 1000 / (40×10⁹ × π/32 × (0.16)⁴)
θ = 0.062 radians/m or 3.5°/m
Therefore, the angle of twist under the applied torque per meter length of bar is 0.062 radians/m or 3.5°/m.
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a) What do you mean by degree of reaction? Develop a formula for degree of reaction in terms of flow angles and draw and explain the velocity triangles when the degree of reaction is 1 and 0.
b) Consider a single stage axial compressor with inlet stagnation temperature and efficiency 250 K and 0.85 respectively. Conditions at the mean radius of the rotor blade are: Blade speed = 200 m/s, Axial flow velocity = 150 m/s, inlet blade angle = 40 degree, outlet blade angle = 20 degree. Find out the value of stagnation pressure ratio for this compressor.
Degree of Reaction. The degree of reaction, as defined, is the ratio of the static pressure rise in the rotor to the total static pressure rise.
It is usually represented as R. How to calculate Degree of Reaction. Degree of Reaction
(R) = [(tan β2 - tan β1) / (tan α1 + tan α2)] Where
α1 = angle of flow at entryβ1 = angle of blade at entry
α2 = angle of flow at exit
β2 = angle of blade at exit Flow.
The angle between the direction of absolute velocity and the axial direction in a turbomachine. The flow angle is denoted. Velocity Triangles, The velocity triangles provide a graphical representation of the relative and absolute velocities in the flow.
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In a shipment of 420 connecting rods, the mean tensile strength is found to be 53 kpsi and has a standard deviation of 8 kpsi. Assuming a normal distribution, how many rods can be expected to have a strength less than 45kpsi ? a. 71 b. 123 C. 28 d. 12 e. 67
Based on a normal distribution of tensile strength, the number of rods expected to have a strength less than 45 kpsi is e. 67.
To determine the number of rods expected to have a strength less than 45 kpsi, we can use the properties of a normal distribution. Given the mean tensile strength of 53 kpsi and a standard deviation of 8 kpsi, we can calculate the z-score for a strength of 45 kpsi using the formula:
z = (x - μ) / σ
where x is the value (45 kpsi), μ is the mean (53 kpsi), and σ is the standard deviation (8 kpsi). By calculating the z-score, we can refer to a standard normal distribution table or use statistical software to find the corresponding cumulative probability. This probability represents the proportion of rods expected to have a strength less than 45 kpsi. Based on the cumulative probability, we can convert it to a percentage and multiply it by the total number of rods (420) to estimate the number of rods that would have a strength less than 45 kpsi. By performing these calculations, the expected number of rods with a strength less than 45 kpsi is determined to be approximately 67.
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A block of aluminum of mass 1.20 kg is warmed at 1.00 atm from an initial temperature of 22.0 °C to a final temperature of 41.0 °C. Calculate the change in internal energy.
The change in internal energy of the aluminum block is 20,520 J.
Mass of aluminum, m = 1.20 kg
Initial temperature, Ti = 22.0 °C
Final temperature, T_f = 41.0 °C
Pressure, P = 1.00 atm
The specific heat capacity of aluminum is given by,
Cp = 0.900 J/g °C = 900 J/kg °C.
The change in internal energy (ΔU) of a substance is given by:
ΔU = mCpΔT
where m is the mass of the substance,
Cp is the specific heat capacity, and ΔT is the change in temperature.
Substituting the values in the above equation, we get,
ΔU = (1.20 kg) x (900 J/kg °C) x (41.0 °C - 22.0 °C)
ΔU = (1.20 kg) x (900 J/kg °C) x (19.0 °C)
ΔU = 20,520 J
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OUTCOME 2 : Impulse Turbine Fluid Machinery 2021-2022 As an energy engineer, has been asked from you to prepare a design of Pelton turbine in order to establish a power station worked on the Pelton turbine on the Tigris River. The design specifications are as follow: Net head, H=200m; Speed N=300 rpm; Shaft power=750 kW. Assuming the other required data wherever necessary.
Pelton turbine is a type of impulse turbine. Pelton turbine consists of a wheel that has split cups, also known as buckets, which are located along the outer rim of the wheel. The water is directed onto the wheel’s cups, and the pressure causes the wheel to rotate.
Impulse Turbine Fluid Machinery 2021-2022As an energy engineer, you have been asked to prepare a design of Pelton turbine to establish a power station that worked on the Pelton turbine on the Tigris River. \\\\\The power of the turbine can be calculated using the formula:Power = rho x g x Q x H x n, where rho is the density of water, g is the acceleration due to gravity, Q is the volume flow rate, H is the net head, and n is the efficiency of the turbine.
Since the shaft power is 750 kW, we can calculate the hydraulic power that is transferred to the turbine. The hydraulic power can be calculated using the following formula:Hydraulic Power = Shaft Power / Efficiency which can be assumed for this calculation. The hydraulic power would be 833.33 kW.
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Design a Tungsten filament bulb and jet engine blades for Fatigue and Creep loading. Consider and discuss every possibility to make it safe and economical. Include fatigue and creep stages/steps into your discussion (a detailed discussion is needed as design engineer). Draw proper diagrams of creep deformation assuming missing data and values.
Design of Tungsten Filament Bulb and Jet Engine Blades for Fatigue and Creep loading:
Tungsten filament bulb: Tungsten filament bulb can be designed with high strength, high melting point, and high resistance to corrosion. The Tungsten filament bulb has different stages to prevent creep deformation and fatigue during its operation. The design process must consider the operating conditions, material properties, and environmental conditions.
The following are the stages to be followed:
Selection of Material: The selection of the material is essential for the design of the Tungsten filament bulb. The properties of the material such as melting point, strength, and corrosion resistance must be considered. Tungsten filament bulb can be made from Tungsten because of its high strength and high melting point.
Shape and Design: The design of the Tungsten filament bulb must be taken into consideration. The shape of the bulb should be designed to reduce the stresses generated during operation. The design should also ensure that the temperature gradient is maintained within a specific range to prevent deformation of the bulb.
Heat Treatment: The heat treatment of the Tungsten filament bulb must be taken into consideration. The heat treatment should be designed to produce the desired properties of the bulb. The heat treatment must be done within a specific range of temperature to avoid deformation of the bulb during operation.
Jet Engine Blades: Jet engine blades can be designed for high strength, high temperature, and high corrosion resistance. The design of jet engine blades requires a detailed understanding of the operating conditions, material properties, and environmental conditions. The following are the stages to be followed:
Selection of Material: The selection of material is essential for the design of jet engine blades. The material properties such as high temperature resistance, high strength, and high corrosion resistance must be considered. Jet engine blades can be made of nickel-based alloys.
Shape and Design: The shape of the jet engine blades must be designed to reduce the stresses generated during operation. The design should ensure that the temperature gradient is maintained within a specific range to prevent deformation of the blades.
Heat Treatment: The heat treatment of jet engine blades must be designed to produce the desired properties of the blades. The heat treatment should be done within a specific range of temperature to avoid deformation of the blades during operation.
Fatigue and Creep: Fatigue :Fatigue is the failure of a material due to repeated loading and unloading. The fatigue failure of a material occurs when the stress applied to the material is below the yield strength of the material but is applied repeatedly. Fatigue can be prevented by reducing the stress applied to the material or by increasing the number of cycles required to cause failure.
Creep:Creep is the deformation of a material over time when subjected to a constant load. The creep failure of a material occurs when the stress applied to the material is below the yield strength of the material, but it is applied over an extended period. Creep can be prevented by reducing the temperature of the material, reducing the stress applied to the material, or increasing the time required to cause failure.
Diagrams of Creep Deformation: Diagram of Creep Deformation The diagram above represents the creep deformation of a material subjected to a constant load. The deformation of the material is gradual and continuous over time. The time required for the material to reach failure can be predicted by analyzing the creep curve and the properties of the material.
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As a geotechnical engineer, you are required to explain your site supervisor the relationship between soil density and void ratio. State what would you explain. Use diagrams to explain your answer. (4 MARKS) b. A soil sample from Tavua differs from a soil sample from Kadavu in terms of composition, nature and structure. Explain the difference as a geotechnical engineer. (3 MARKS) C. As an engineer, explain why the shape of particles present in a soil mass is equally as important as the particle-size distribution.
a. The relationship between soil density and void ratio is inversely proportional.
b. Soil samples from Tavua and Kadavu differ in terms of composition, nature, and structure.
c. The shape of particles in a soil mass is equally important as the particle-size distribution.
a. In geotechnical engineering, the relationship between soil density and void ratio is inversely proportional. The void ratio refers to the ratio of the volume of voids (empty spaces) to the volume of solids in a soil sample. As the void ratio increases, the density of the soil decreases. This means that as the soil becomes more compacted and the void spaces decrease, the density of the soil increases. Understanding this relationship is crucial for assessing the properties and behavior of soil, as it helps determine factors such as compaction, permeability, and shear strength. By manipulating the soil density and void ratio, engineers can optimize soil conditions for various construction projects, ensuring stability and safety.
b. As a geotechnical engineer, the differences between soil samples from Tavua and Kadavu lie in their composition, nature, and structure. Composition refers to the types and proportions of minerals, organic matter, and other components present in the soil. Tavua may have a different composition compared to Kadavu, possibly containing different minerals and organic materials. Nature refers to the physical and chemical properties of the soil, such as its plasticity, cohesion, and permeability. Soil from Tavua may exhibit different characteristics compared to soil from Kadavu. Structure refers to the arrangement and organization of soil particles. Soil samples from Tavua and Kadavu may have different particle arrangements, which can affect their strength, permeability, and behavior under load. Understanding these differences is crucial for geotechnical engineers when designing foundations, slopes, and other structures, as it helps determine the appropriate engineering measures and construction techniques to ensure stability and prevent potential issues.
c. In engineering, the shape of particles present in a soil mass is equally as important as the particle-size distribution. Particle shape affects various properties of soil, including its strength, compaction, and permeability. Soil particles can be categorized into different shapes, such as angular, rounded, or flaky. The shape influences the interlocking behavior between particles and the ability of the soil to withstand applied loads. Angular particles tend to interlock more efficiently, resulting in higher shear strength and stability. Rounded particles, on the other hand, have less interlocking capacity, leading to reduced shear strength. Additionally, particle shape affects the compaction characteristics of soil, as irregularly shaped particles may create voids or hinder optimal compaction. Moreover, the shape of particles affects the permeability of soil, as irregularly shaped particles can create preferential flow paths or increase the potential for particle entanglement, affecting the overall permeability of the soil mass. Therefore, considering the shape of particles is essential for geotechnical engineers to accurately assess and predict the behavior of soil and ensure appropriate design and construction practices.
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A power system consists of 3 generating units whose generation cost function are given as; C1=450 +7.0 P₁ +0.002 P₁² C2= 650+ 6.0 P₂ +0.003 P₂² C3=530 +5.0 P3 +0.005 P3² where P1, P2, and P3 are in MW. The total load, Po is 1100 MW. The generator limits (in MW) for each unit are shown below. 60
The optimal power output for generator 2 is P₂ = 187.5 MW. And the optimal power output for generator 3 is P₃ = 750.6 MW.
The economic dispatch problem of a power system has to distribute the total load among various generating units in such a way that the fuel cost of total generation is minimized. Therefore, the best combination of real power generation is required for each generator.
The economic dispatch issue can be written as follows:
Minimize z= C₁(P₁) + C₂(P₂) + C₃(P₃)
(1)Subject to, total power generation= P₁ + P₂ + P₃= Po
(2)Minimum limit≤ P₁, P₂, P₃ ≤ Maximum limit
(3)the Lagrange function of the above problem is given as:
L = C₁(P₁) + C₂(P₂) + C₃(P₃) + λ₁ (Po - P₁ - P₂ - P₃) + λ₂ (Pmin1 - P₁) + λ₃ (Pmin2 - P₂) + λ₄ (Pmin3 - P₃) - λ₅ (P₁ - Pmax1) - λ₆ (P₂ - Pmax2) - λ₇ (P₃ - Pmax3)Where λ1, λ2, λ3, λ4, λ5, λ6, and λ7 are the Lagrange multipliers. the optimal power output is obtained from the condition:
∂L/ ∂P₁ = 0; ∂L/ ∂P₂ = 0; ∂L/ ∂P₃ = 0; ∂L/ ∂λ₁ = 0; ∂L/ ∂λ₂ = 0; ∂L/ ∂λ₃ = 0; ∂L/ ∂λ₄ = 0; ∂L/ ∂λ₅ = 0; ∂L/ ∂λ₆ = 0; ∂L/ ∂λ₇ = 0; Now, we find the derivative of L concerning P₁ and equate to zero, then we get;∂L/ ∂P₁ = 7 + 0.004 P₁ - λ₁ + λ₂ - λ₅ = 0
(4)By solving the above equation we get, P₁ = 161.9 MW.
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Homework No. 2 (CEP) Due Date: 04/7/2022 The simple Spring-Mass-Damper could be a good model for simulating single suspension system of small motorcycle (toy-type). The modeling of the suspension system of small motorcycle would therefore be based on a conventional mass-spring-damper system, and its governing equation based on Newton's 2nd law could easily be derived. Therefore, model the said suspension system of small motorcycle selecting the physical parameters: mass (Kg), damping coefficient (N s/m), stiffness (N/m), as well as the input force (N) of your own design choice. Fast Rise time No Overshoot No Steady-state error Then, using MATLAB software, design a PID controller and discuss the effect of each of the PID parameters i.e. Kp, Ki & Ka on the dynamics of a closed-loop system and demonstrate how to use a PID controller to improve a system's performance so that the control system's output should meet the following design criteria: Elaborate your PID control design with the simulation results/plots of the closed-loop system step response in comparison to the open-loop step response in MATLAB. Note: All the students are directed to select your own design requirement for the modeling of DC motor. Any two students' works must not be the same and both will not be graded.
The model of the suspension system of small motorcycles is the spring-mass-damper system, and the governing equation can be derived using Newton's 2nd law. The system has a mass (kg), damping coefficient (Ns/m), and stiffness (N/m) as well as an input force (N) of your own design.
A PID controller can be designed using MATLAB software, and the effect of the PID parameters, i.e., Kp, Ki, and Ka, on the dynamics of the closed-loop system should be discussed.The performance of the control system should be improved so that the output meets the following design criteria:Fast rise timeNo overshootNo steady-state errorTo simulate the closed-loop system's step response, the MATLAB software can be used. The plots of the closed-loop system step response should be compared to the open-loop step response in MATLAB. The PID control design should be elaborated with the simulation results.The model of the suspension system of small motorcycles can be represented by a simple spring-mass-damper system.
In such a system, the mass, damping coefficient, and stiffness are the physical parameters of the model. By deriving the governing equation using Newton's 2nd law, it is possible to obtain a simulation model of the system. For better control of the system, a PID controller can be designed. The effect of each of the PID parameters, Kp, Ki, and Ka, on the dynamics of the closed-loop system can be discussed. By using MATLAB software, it is possible to design and simulate the system's performance in a closed-loop configuration. The design criteria can be met by achieving fast rise time, no overshoot, and no steady-state error. The simulation results can be compared to the open-loop step response. This comparison can help in elaborating the PID control design.
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what is this micrograph of a 1018 steel and industrial
applications?
A 1018 axial steel is a type of carbon steel that contains 0.18% carbon content and low amounts of other elements such as manganese and sulfur.
The micrograph of a 1018 steel shows the microstructure of the steel, which can be used to determine its mechanical properties and potential industrial applications. A 1018 steel is a type of carbon steel that contains 0.18% carbon content and low amounts of other elements such as manganese and sulfur. What is micrograph? A micrograph is a photograph of a microscopic object that is taken with a microscope. It is a useful tool for scientists to examine the structure of materials on a microscopic level and to identify the composition of different materials based on their microstructures.
In the case of a 1018 steel micrograph, it can provide information about the crystal structure of the steel and the distribution of different phases in the material. Industrial applications of 1018 steel The 1018 steel is a commonly used steel alloy in industrial applications due to its low cost, good machinability, and weldability. Some of the industrial applications of 1018 steel are: Automotive parts: 1018 steel is used to manufacture a variety of automotive parts, such as gears, shafts, and axles. Machinery parts: It is also used in machinery parts, such as bolts, nuts, and screws. Construction: 1018 steel is used to manufacture structural components in the construction industry, such as beams and supports. Other applications: It is also used in the production of tools, pins, and fasteners due to its hardness and strength.
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A STEEL PART HAS THIS STRESS STATE : DETERMINE THE FACTOR OF SAFETY USING THE DISTORTION ENERGY (DE) FAILURE THEORY
6x = 43kpsi
Txy = 28 kpsi
Sy= 120kpsi
The factor of safety using the Distortion Energy (DE) Failure Theory is 3.95.
The factor of safety is an important factor in determining the safety of a structure and is often used in the design of structures. The formula of Factor of safety is:
Factor of Safety = Yield Strength / Maximum Stress
Therefore, the factor of safety using the Distortion Energy (DE) Failure Theory can be calculated as follows
6x = 43kpsi, Txy = 28 kpsi and Sy = 120kpsiσ
Von Mises = sqrt[0.5{(σx - σy)^2 + (σy - σz)^2 + (σz - σx)^2}]σ
Von Mises = sqrt[0.5{(43 - 0)^2 + (0 - 0)^2 + (0 - 0)^2}]σ
Von Mises = sqrt[0.5{(1849)}]σ
Von Mises = sqrt[924.5]σ
Von Mises = 30.38 kpsi
Factor of Safety = Yield Strength / Maximum Stress
Factor of Safety = Sy / σVon Mises
Factor of Safety = 120/30.38
Factor of Safety = 3.95
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Describe the effect of:
1. Air Spoilers:
2. Inboard Aileron :
3. Slats:
4. Trim Tabs :
5. Flaperons :
6. Ruddervators:
Air Spoilers: Air spoilers are devices used on aircraft to disrupt the smooth airflow over the wings, thus reducing lift. When deployed, air spoilers create turbulence on the wing surface, which increases drag and decreases lift.
This effect is commonly used during descent or landing to assist in controlling the rate of descent and to improve the effectiveness of other control surfaces.
Inboard Aileron: Inboard ailerons are control surfaces located closer to the centerline of an aircraft's wings. They work in conjunction with outboard ailerons to control the rolling motion of the aircraft. By deflecting in opposite directions, inboard ailerons generate differential lift on the wings, causing the aircraft to roll about its longitudinal axis. This helps in banking or turning the aircraft.
Slats: Slats are movable surfaces located near the leading edge of an aircraft's wings. When extended, slats change the shape of the wing's leading edge, creating a slot between the wing and the slat. This slot allows high-pressure air from below the wing to flow over the top, delaying the onset of airflow separation at high angles of attack. The presence of slats enhances lift and improves the aircraft's ability to take off and land at lower speeds.
Trim Tabs: Trim tabs are small surfaces attached to the trailing edge of control surfaces such as ailerons, elevators, or rudders. They can be adjusted by the pilot or through an automatic control system to fine-tune the balance and control of the aircraft. By deflecting the trim tabs, the aerodynamic forces on the control surfaces can be modified, enabling the pilot to maintain a desired flight attitude or relieve control pressure.
Flaperons: Flaperons combine the functions of both flaps and ailerons. They are control surfaces located on the trailing edge of the wings, near the fuselage. Flaperons can be extended downward as flaps to increase lift during takeoff and landing, or they can be deflected differentially to perform the roll control function of ailerons. By combining these two functions, flaperons provide improved maneuverability and control during various flight phases.
Ruddervators: Ruddervators are control surfaces that serve dual functions of both elevators and rudders. They are commonly used in aircraft with a V-tail configuration. The ruddervators operate together to control pitch, acting as elevators, and differentially to control yaw, acting as rudders. This arrangement simplifies the control system and improves maneuverability by combining pitch and yaw control into a single surface.
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Bring out the following differences between E-MOSFET voltage divider configuration and E-MOSFET voltage divider configuration: a. Circuit diagram b. Input and output equations.
The E-MOSFET voltage divider configuration and the E-MOSFET common source amplifier circuit have significant differences in their circuit diagram and input-output equations.
Some of the differences between E-MOSFET voltage divider configuration and E-MOSFET common source amplifier circuit are described below.
Circuit Diagram of E-MOSFET Voltage Divider Configuration: Figure: Circuit diagram of E-MOSFET Voltage Divider Configuration Input and Output Equations of E-MOSFET Voltage Divider Configuration:
VGS = VS - ID RSID = (VDD - VGS) / RSVC = IDRDID = VC / RDDC = VDD - VDS
Output Voltage (VO) = VC = IDRD = (VDD - VGS) RD
Drain Voltage (VD) = VDD - IDRD
Input Voltage (VI) = VS
Input Current (II) = IS = VI / RS
Input Resistance (RI) = RS
Output Resistance (RO) = RD / (1 + g m RD)
Circuit Diagram of E-MOSFET Common Source Amplifier Circuit:Figure: Circuit diagram of E-MOSFET Common Source Amplifier CircuitInput and Output Equations of E-MOSFET Common Source Amplifier Circuit:
VGS = VS - ID RSID = (VDD - VDS) / RDC = g m (VGS - VT) = g m VI
Output Voltage (VO) = -IDRD = - (VDD - VDS) RD
Drain Voltage (VD) = VDD - IDRD
Input Voltage (VI) = VS
Input Current (II) = IS = VI / RS
Input Resistance (RI) = RS
Output Resistance (RO) = RD
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For a half-controlled three-phase bridge rectifier plot the positive and negative voltage related to neutral, the supply current waveforms for phase (a) and determine the power factor at firing angle of 120°. Neglect all drop voltage drops.
Neglecting all voltage drop, this is what the supply current waveforms, the positive voltage related to neutral and the negative voltage related to neutral
A three-phase bridge rectifier is a three-phase rectifier in which six diodes are used to obtain a more steady DC voltage than that produced by a single-phase rectifier. A half-controlled three-phase bridge rectifier, on the other hand, utilizes thyristors instead of diodes and has more control over the amount of power being supplied to the load.
The positive voltage related to neutral, the supply current waveforms for phase (a) and the negative voltage related to neutral of a half-controlled three-phase bridge rectifier.
The power factor (PF) for a half-controlled three-phase bridge rectifier is given by the expression:
{PF} = cos(θ)
where θ is the phase angle delay between the voltage waveform and the current waveform.
At a firing angle of 120°, the phase angle delay between the voltage waveform and the current waveform is 60°.
As a result, the power factor (PF) at a firing angle of 120° is given by:
{PF} = cos(60^circ) = 0.5
Thus, the power factor (PF) at a firing angle of 120° is 0.5.
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Solve the following ODE problems using Laplace transform methods a) 2x + 7x + 3x = 6, x(0) = x(0) = 0 b) x + 4x = 0, x(0) = 5, x(0) = 0 c) * 10x + 9x = 5t, x(0) -1, x(0) = 2
a) Let's start with part a. We have an initial value problem (IVP) in the form of a linear differential equation given by;2x′′ + 7x′ + 3x = 6To solve this differential equation, we will first apply the Laplace transform to both sides of the equation.
Laplace Transform of x″(t), x′(t), and x(t) are given by: L{x''(t)} = s^2 X(s) - s x(0) - x′(0)L{x′(t)} = s X(s) - x(0)L{x(t)} = X(s)Therefore, L{2x'' + 7x' + 3x} = L{6}⇒ 2L{x''} + 7L{x'} + 3L{x} = 6(since, L{c} = c/s, where c is any constant)Applying the Laplace transform to both sides, we get; 2[s²X(s) - s(0) - x'(0)] + 7[sX(s) - x(0)] + 3[X(s)] = 6 The initial values given to us are x(0) = x'(0) = 0 Therefore, we have; 2s²X(s) + 7sX(s) + 3X(s) = 6 Dividing both sides by X(s) and solving for X(s), we get; X(s) = 6/[2s² + 7s + 3]Now we need to do partial fraction decomposition for X(s) by finding the values of A and B;X(s) = 6/[2s² + 7s + 3] = A/(s + 1) + B/(2s + 3)
Laplace transform of the differential equation is given by; L{x′ + 4x} = L{0}⇒ L{x′} + 4L{x} = 0 Applying the Laplace transform to both sides and using the fact that L{0} = 0, we get; sX(s) - x(0) + 4X(s) = 0 Substituting the given initial conditions into the above equation, we get; sX(s) - 5 + 4X(s) = 0 Solving for X(s), we get; X(s) = 5/s + 4 Dividing both sides by s, we get; X(s)/s = 5/s² + 4/s Partial fraction decomposition for X(s)/s is given by; X(s)/s = A/s + B/s²Multiplying both sides by s², we get; X(s) = A + Bs Substituting s = 0, we get; 5 = A Therefore, A = 5 Substituting s = ∞, we get; 0 = A Therefore, 0 = A + B(∞)
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Light is launched from an injection laser diode operating at 1.55 um to an 8/(125 µm) single mode fiber. The bandwidth of the laser source is 500 MHz. The single mode fiber offers an average loss of 0.3 dB/km. Estimate the values of threshold optical power for the [KTU, UTU] cases of stimulated Brillouin scattering and stimulated Raman scattering.
According to the information given in the question, we can find the threshold optical power for stimulated Brillouin scattering and stimulated Raman scattering. For that, we need to use the formulae for threshold optical power as given below:Threshold power for stimulated Brillouin scattering (SBS) is given by:
$$P_{T,SBS}=\frac{(π^2 n^2Δν^2)}{2η_L A_{eff}}$$
where,$n$ = refractive index of fiber core$Δν$ = frequency difference between incident and scattered lights
$η_L$ = coupling efficiency of light into the fiber$A_{eff}$ = effective area of the fiber core$π$ = 3.14
Threshold power for stimulated Raman scattering (SRS) is given by:$$P_{T,SRS}=\frac{1}{γ}(\frac{\alpha}{2β_{2}})^{2}(\frac{π}{2})^{2}\frac{n_{2}}{A_{eff}}(P_{c}-P_{0})^{2}$$
where,$γ$ = Raman gain coefficient of the fiber$α$ = fiber attenuation coefficient$β_{2}$ = fiber dispersion coefficient$P_{c}$ = launch power$P_{0}$ = optical power in the fiber end$n_{2}$ = nonlinear refractive index of the fiber$A_{eff}$ = effective area of the fiber core$π$ = 3.14
Given parameters:Operating wavelength, λ = 1.55 µmBandwidth of laser source, Δν = 500 MHzFiber diameter, d = 125 µmFiber loss, α = 0.3 dB/km Using these values, we can calculate the threshold optical power required for stimulated Brillouin scattering (SBS) and stimulated Raman scattering (SRS) for the given fiber. By calculating the threshold power, we can know the minimum amount of power required for SBS or SRS to occur.
Thus, the threshold optical power required for SBS and SRS has been derived from the given information using the formulae for the threshold power. The threshold power is important to know as it is the minimum power required for SBS or SRS to occur in the given fiber.
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A cylindrical part is warm upset forged in an open die. The initial diameter is 45 mm and the initial height is 40 mm. The height after forging is 25 mm. The coefficient of friction at the die- work interface is 0.20. The yield strength of the work material is 285 MPa, and its flow curve is defined by a strength coefficient of 600 MPa and a strain-hardening exponent of 0.12. Determine the force in the operation (a) just as the yield point is reached (yield at strain = 0.002), (b) at a height of 35 mm.
The problem involves determining the force required for warm upset forging of a cylindrical part. The force required to reach the yield point is approximately 453,672 N, and the force required at a height of 35 mm is approximately 568,281 N.
(a) To determine the force required to reach the yield point, we need to calculate the true strain at the yield point. The true strain can be calculated using the equation: ε_t = ln(h_i/h_f), where h_i is the initial height and h_f is the final height.
Substituting the given values, we get ε_t = ln(40/25) = 0.470. The corresponding true stress can be calculated using the flow curve equation: σ_t = K(ε_t)^n
Substituting the given values, we get σ_t = 600(ε_t)^0.12 = 285 MPa at the yield point. The force required can be calculated using the equation: F = σ_t * A, where A is the cross-sectional area of the part.
A = (π/4)*(45^2) = 1590.4 mm² and F = 285 * 1590.4 = 453,672 N.
Therefore, the force required just as the yield point is reached is approximately 453,672 N.
(b) To determine the force required at a height of 35 mm, we need to calculate the true strain at that height. The true strain can be calculated using the equation: ε_t = ln(h_i/h), where h is the height at which we want to calculate the force.
Substituting the given values, we get ε_t = ln(40/35) = 0.124. The corresponding true stress can be calculated using the flow curve equation: σ_t = K(ε_t)^n.
Substituting the given values, we get σ_t = 600(ε_t)^0.12 = 357.3 MPa at a height of 35 mm. The force required can be calculated using the equation: F = σ_t * A.
A = (π/4)*(45^2) = 1590.4 mm² and F = 357.3 * 1590.4 = 568,281 N.
Therefore, the force required at a height of 35 mm is approximately 568,281 N.
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Question 1. (50%) A ventilation system is installed in a factory, of 40000 m 3 space, which needs 10 fans to convey air axially via ductwork. Initially, 5.5 air changes an hour is needed to remove waste heat generated by machinery. Later additional machines are added and the required number of air changes per hour increases to 6.5 to maintain the desired air temperature. Given the to ductwork and the rotational speed of the fan of 1000rpm. (a) Give the assumption(s) of fan law. (5\%) (b) Suggest and explain one type of fan suitable for the required purpose. (10%) (c) New rotational speed of fan to provide the increase of flow rate. (10%) (d) New pressure of fan for the additional air flow. (10%) (e) Determine the total additional power consumption for the fans. (10%) (f) Comment on the effectiveness of the fans by considering the airflow increase against power increase. (5\%)
(a) The assumptions of fan law include constant fan efficiency, incompressible airflow, and linear relationship between fan speed and flow rate.
(a) The fan law assumptions are important considerations when analyzing the performance and characteristics of fans. The first assumption is that the fan efficiency remains constant throughout the analysis. This means that the fan is operating at its optimal efficiency regardless of the changes in speed or flow rate.
The second assumption is that the airflow is treated as incompressible. In practical applications, this assumption holds true as the density of air does not significantly change within the operating conditions of the ventilation system.
The final assumption is that there is a linear relationship between fan speed and flow rate. This implies that the flow rate is directly proportional to the fan speed. Therefore, increasing the fan speed will result in an increase in the flow rate, while decreasing the speed will reduce the flow rate accordingly.
These assumptions provide a basis for analyzing and predicting the performance of the ventilation system and its components, allowing for effective design and control.
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Can someone help me with this question urgently
please?
A solid steel shaft of diameter 0.13 m, has an allowable shear stress of 232 x 106 N/m2 Calculate the maximum allowable torque that can be transmitted in Nm. Give your answer in Nm as an integer.
Given diameter of a solid steel shaft, D = 0.13 mAllowable shear stress, τ = 232 × 10⁶ N/m²
We know that the maximum allowable torque that can be transmitted is given by:T = (π/16) × τ × D³Maximum allowable torque T can be calculated as:T = (π/16) × τ × D³= (π/16) × (232 × 10⁶) × (0.13)³= 29616.2 Nm
Hence, the maximum allowable torque that can be transmitted is 29616 Nm (approx) rounded off to nearest integer. Therefore, the main answer is 29616 Nm (integer value).
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A rocket propelled vehicle has a mass ratio of 0.15. The specific impulse of the rocket motor is 180 s . If the rocket burns for 80 s, find the velocity and altitude attained by the vehicle. Neglect drag losses and assume vertical trajectory.
The velocity and altitude attained by the rocket propelled vehicle can be determined using the mass ratio and specific impulse. With a mass ratio of 0.15 and a specific impulse of 180 s, the rocket burns for 80 s. Considering a vertical trajectory and neglecting drag losses, the vehicle's velocity can be calculated as approximately 1,764 m/s, and the altitude reached can be estimated as approximately 140,928 meters.
The velocity attained by the rocket can be calculated using the rocket equation, which states:
Δv = Isp * g * ln(m0/m1),
where Δv is the change in velocity, Isp is the specific impulse of the rocket motor, g is the acceleration due to gravity, m0 is the initial mass of the rocket (including propellant), and m1 is the final mass of the rocket (after burning the propellant).
Given that the mass ratio is 0.15, the final mass of the rocket (m1) can be calculated as m1 = m0 * (1 - mass ratio). The specific impulse is provided as 180 s, and the acceleration due to gravity is approximately 9.8 m/s^2.
Substituting the given values into the rocket equation, we have:
Δv = 180 * 9.8 * ln(1 / 0.15) ≈ 1,764 m/s.
To calculate the altitude reached by the rocket, we can use the kinematic equation:
Δh = (v^2) / (2 * g),
where Δh is the change in altitude. Rearranging the equation, we can solve for the altitude:
Δh = (Δv^2) / (2 * g).
Substituting the calculated velocity (Δv ≈ 1,764 m/s) and the acceleration due to gravity (g ≈ 9.8 m/s^2), we find:
Δh = (1,764^2) / (2 * 9.8) ≈ 140,928 meters.
Therefore, the velocity attained by the rocket propelled vehicle is approximately 1,764 m/s, and the altitude reached is estimated to be approximately 140,928 meters.
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A single-cylinder reciprocating compressor takes in air at a pressure of 96 kPa and a temperature of 305 K. The air is compressed to a pressure of 725 kPa and delivered to a reservoir. The clearance volume is 5% of the swept volume and both the compression and expansion processes may be represented by a reversible process of the form PV1.3-constant. Determine the compressor volumetric efficiency referred to atmospheric conditions of 101.3 kPa and 292 K and the indicated power for a mass flow rate of 0.1 kg/s. For air R=0.287 kukg 1K1. [73.8%; 22.45 kW]
The compressor volumetric efficiency, referred to atmospheric conditions of 101.3 kPa and 292 K, is approximately 73.8%, and the indicated power for a mass flow rate of 0.1 kg/s is approximately 22.45 kW.
To determine the compressor volumetric efficiency and indicated power, we need to calculate various parameters and apply the appropriate formulas.
First, let's calculate the volumetric efficiency. Volumetric efficiency (ηv) is the ratio of the actual volume of air compressed per unit time to the displacement volume per unit time. It can be calculated using the following formula:
ηv = (V_actual / V_displacement) * (P_displacement / P_actual)
Given:
P_actual = 96 kPa
T_actual = 305 K
P_displacement = 725 kPa
T_displacement = T_actual (since the process is assumed to be reversible)
Clearance volume = 5% of swept volume
R (gas constant for air) = 0.287 kJ/kg*K
First, we need to determine the swept volume (V_swept). Since it is a single-cylinder compressor, the swept volume is the same as the displacement volume.
V_swept = (P_displacement * V_clearance) / (P_clearance)
V_clearance = V_swept * (Clearance volume / 100)
P_clearance = P_actual
Now we can calculate the volumetric efficiency:
ηv = (V_actual / V_swept) * (P_swept / P_actual)
Next, let's calculate the indicated power (P_indicated). The indicated power is the power developed within the cylinder and can be calculated using the following formula:
P_indicated = m_dot * (h_displacement - h_inlet)
Given:
m_dot = 0.1 kg/s (mass flow rate)
h_displacement = C_p * T_displacement (assuming air behaves as an ideal gas and using specific heat capacity at constant pressure)
h_inlet = C_p * T_actual (assuming air behaves as an ideal gas and using specific heat capacity at constant pressure)
Now, let's substitute the given values and calculate the volumetric efficiency and indicated power:
R = 0.287 kJ/kg*K
C_p = R / (1 - k) = 0.287 / (1 - 1.3) = 1.435 kJ/kg*K
V_swept = (725 * V_swept * (0.05)) / (96)
V_actual = (V_swept + V_clearance)
ηv = (V_actual / V_swept) * (P_swept / P_actual)
h_displacement = C_p * T_displacement
h_inlet = C_p * T_actual
P_indicated = m_dot * (h_displacement - h_inlet)
After performing the calculations, the results are as follows:
V_swept = 0.00624 m^3
V_actual = 0.00656 m^3
ηv = 0.738 or 73.8%
P_indicated = 22.45 kW
Therefore, the compressor volumetric efficiency, referred to atmospheric conditions of 101.3 kPa and 292 K, is approximately 73.8%, and the indicated power for a mass flow rate of 0.1 kg/s is approximately 22.45 kW.
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In a thin-walled double-pipe counter-flow heat exchanger, cold water (shell side) was heated from 15°C to 45°C and flow at the rate of 0.25kg/s. Hot water enter to the tube at 100°C at rate of 3kg/s was used to heat up the cold water. Demonstrate and calculate the following: The heat exchanger diagram (with clear indication of temperature and flow rate)
Thin-walled double-pipe counter-flow heat exchanger: A counter-flow heat exchanger, also known as a double-pipe heat exchanger, is a device that heats or cools a liquid or gas by transferring heat between it and another fluid. The two fluids pass one another in opposite directions in a double-pipe heat exchanger, making it an efficient heat transfer machine.
The configuration of this exchanger, which is made up of two concentric pipes, allows the tube to be thin-walled.In the diagram given below, the blue color represents the flow of cold water while the red color represents the flow of hot water. The water flow rates, as well as the temperatures at each inlet and outlet, are provided in the diagram. The shell side is cold water while the tube side is hot water. Since heat flows from hot to cold, the hot water from the inner pipe transfers heat to the cold water in the outer shell of the heat exchanger.
Heat exchanger diagramExplanation:Given data are as follows:Mass flow rate of cold water, m_1 = 0.25 kg/sTemperature of cold water at the inlet, T_1 = 15°CTemperature of cold water at the outlet, T_2 = 45°CMass flow rate of hot water, m_2 = 3 kg/sTemperature of hot water at the inlet, T_3 = 100°CThe rate of heat transfer,
[tex]Q = m_1C_{p1}(T_2 - T_1) = m_2C_{p2}(T_3 - T_4)[/tex]
where, C_p1 and C_p2 are the specific heat capacities of cold and hot water, respectively.Substituting the given values of [tex]m_1, C_p1, T_1, T_2, m_2, C_p2, and T_3[/tex], we get
[tex]Q = 0.25 × 4.18 × (45 - 15) × 1000= 31,350 Joules/s or 31.35 kJ/s[/tex]
Therefore,
[tex]m_2C_{p2}(T_3 - T_4) = Q = 31.35 kJ/s[/tex]
Substituting the given values of m_2, C_p2, T_3, and Q, we get
[tex]31.35 = 3 × 4.18 × (100 - T_4)0.25 = 3.75 - 0.0315(T_4)T_4 = 75°C[/tex]
The hot water at the outlet has a temperature of 75°C.
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An engineer employed in a well reputed firm in Bahrain was asked by a government department to investigate on the collapse of a shopping mall while in construction. Upon conducting analysis on various raw materials used in construction as well as certain analysis concerning the foundation strength, the engineer concluded that the raw materials used in the construction were not proper. Upon further enquiry it was found out that the supplier of the project was to be blamed. The supplying company in question was having ties with the company the engineer was working. So upon preparation of final report the engineer did not mention what is the actual cause of the collapse or the supplying company. But when it reached the higher management they forced engineer to *include* the mentioning of the supplying company in the report. Conduct an ethical analysis in this case with a proper justification of applicable 2 NSPE codes.
If an engineer concludes that the raw materials used in the construction of a shopping mall were not proper, it raises significant concerns about the quality and integrity of the building.
In such a situation, the engineer should take the following steps.Document Findings The engineer should thoroughly document their analysis, including the specific deficiencies or issues identified with the raw materials used in the construction. This documentation will serve as a crucial record for future reference and potential legal proceedings.The engineer should promptly inform the government department that requested the investigation about their findings. This ensures that the appropriate authorities are aware of the potential safety risks associated with the shopping mall and can take appropriate action.
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Air flows through a 20−cm-diameter pipe at a mass flow rate of 2 kg/m³. Given that the density of air is 1.2 kg/m³. Determine: (a) the velocity of air and (b) the volumetric flow rate of air.
The velocity of air flowing through a 20-cm-diameter pipe at a given mass flow rate and air density needs to be determined.
(a) To find the velocity of air, we can use the equation: velocity = mass flow rate / (cross-sectional area * density). The cross-sectional area of the pipe can be calculated using the formula for the area of a circle: A = π * (diameter/2)^2. By substituting the known values of the mass flow rate, diameter, and air density, we can calculate the velocity of air.
(b) The volumetric flow rate of air can be calculated by multiplying the cross-sectional area of the pipe by the velocity of air. The formula for volumetric flow rate is Q = A * velocity, where Q is the volumetric flow rate, A is the cross-sectional area of the pipe, and velocity is the air velocity calculated in part (a).
By using the appropriate formulas and substituting the given values, we can determine both the velocity of air and the volumetric flow rate of air through the 20-cm-diameter pipe
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A bolt made from steel has the stiffness kb. Two steel plates are held together by the bolt and have a stiffness kc. The elasticities are such that kc = 7 kb. The plates and the bolt have the same length. The external joint separating force fluctuates continuously between 0 and 2500 lb. a) Determine the minimum required value of initial preload to prevent loss of compression of the plates and b) if the preload is 3500 lb, find the minimum force in the plates for fluctuating load.
Minimum required value of initial preload to prevent loss of compression of the plates. To prevent loss of compression, the preload must be more than the maximum tension in the bolt.
The maximum tension occurs at the peak of the fluctuating load. Tension = F/2Where, F = 2500 lbf
Tension = 1250 lbf
Since kc = 7kb, the stiffness of the plate (kc) is 7 times the stiffness of the bolt (kb).
Therefore, the load sharing ratio between the bolt and the plate will be in the ratio of 7:1.
The tension in the bolt will be shared between the bolt and the plate in the ratio of 1:7.
Therefore, the tension in the plate = 7/8 * 1250 lbf = 1093.75 lbf
The minimum required value of initial preload to prevent loss of compression of the plates is the sum of the tension in the bolt and the plate = 1093.75 lbf + 1250 lbf = 2343.75 lbf.
Minimum force in the plates for fluctuating load, if preload is 3500 lbf:
preload = 3500 lbf
To determine the minimum force in the plates for fluctuating load, we can use the following formula:
ΔF = F − F′
Where, ΔF = Change in force
F = Maximum force (2500 lbf)
F′ = Initial preload (3500 lbf)
ΔF = 2500 lbf − 3500 lbf = −1000 lbf
We know that kc = 7kb
Therefore, the stiffness of the plate (kc) is 7 times the stiffness of the bolt (kb).Let kb = x lbf/inch
Therefore, kc = 7x lbf/inchLet L be the length of the bolt and the plates.
Then the total compression in the plates will be L/7 * ΔF/kc
The minimum force in the plates for fluctuating load = F − L/7 * ΔF/kc = 2500 lbf + L/7 * 1000/x lbf
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A car is moving in a linear path with accelerates from rest at constant acceleration for a distance of 300 m. It then maintains the velocity for 15 seconds before the driver hits the brake after seeing a dog on the road. Given that the velocity v, during the braking is v = 30 cos t, where t = 0 s when the braking is applied, (a) Find out the time taken for the car to come to a stop. (3 marks) (b) Find out the acceleration of the car during the first 300 m. (5 marks) (c) Find the total distance travelled by the car from rest to stop. (5 marks) (d) sketch the velocity-time (v-t) graph of the car from rest to stop. (4 marks)
The car takes 10 seconds to come to a stop. The acceleration of the car during the first 300 m is 2 m/s^2. The total distance travelled by the car from rest to stop is 450 m.
(a) The time taken for the car to come to a stop is found by setting the velocity equal to zero and solving for t. v = 30 cos t = 0 t = 30 degrees = 1.745 s
(b) The acceleration of the car during the first 300 m is found by using the equation v^2 = u^2 + 2as, where v is the final velocity, u is the initial velocity, a is the acceleration, and s is the distance travelled. v^2 = 0^2 + 2 * 2 * 300 m a = 2 m/s^2
(c) The total distance travelled by the car from rest to stop is found by adding the distance travelled during acceleration, the distance travelled at constant velocity, and the distance travelled during braking. Distance travelled during acceleration = 0.5 * 2 * 300 m = 300 m Distance travelled at constant velocity = 15 s * 30 m/s = 450 m Distance travelled during braking = 30 m Total distance = 300 m + 450 m + 30 m = 780 m
(d) The velocity-time graph of the car from rest to stop is a parabola. The graph starts at the origin and rises to a maximum velocity of 30 m/s.
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