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Block Diagram, System Performance and Responses
1. Simplify the above block diagram and determine the closed diagram function. (Join summing junction 2 and 3, then simplify the block diagram using parallel, cascade and feedback connection.
2. If given transfer function G(s) = 100k/(s+15)(s+27)(s+38) and H(s) = 1, using Routh Hurwitz criterion, find the value of K that will make this unity feedback system, Critically stable.
3. Given K=307.8 in question 2, draw it's bode plots and determine the gain margin and phase margin in the system.
4. Given K=307.8 in question 2 again, find the steady state error for a unit step input and a unit ramp input respectively. If you are required to improve the steady state error and make it to be zero for a unit step input, should you choose a PI and PD controller?
Characterize the production performance of Bakken Wells. You need to correlate the decline rates of Bakken wells to well/reservoir/completion Parameters, and finally make contour maps.
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Calculate the airway resistance and the frictional pressure drop and determine the equivalent length for a sudden contraction in a mine airway from a cross-sectional area
Analysis of the vehicle component: role, work conditions, requirements for the role and
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Briefly describe the mechanisms involved in the excavation of rock - What parameters are used when determining the shape of shafts and the size of shafts?
Des ign Problems, You are required to report on an operating medium to large underground mining operation. Included in your report should be all or most of the items listed below:Production Methods Development Requirements Plans and Sections, Roc..
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Describe term Public Relations Research
Determining the shape of shafts and the size of shafts - Detail the unit operations within a conventional drill and blast shaft sinking operation including the shaft bottom operations as well as those undertaken on the sinking stage.
The L-beam illustrated in Figure is to carry, in addition to its own weight, a dead load g = 25 kN/m and a live load q = 100 kN/m over a simply-supported span of 8 m. Design and detail the tension reinforcement.
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