A 1 m diameter unfinished concrete pipe n 0015 has a slope
A 1 m diameter unfinished concrete pipe (n = 0.015) has a slope of So = 0.001 and conveys water at Q = 0.5 m3/s. Find the normal depth yo and critical depth yc.
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Using the CSU Online Library and the unit reading assignment, explore the capital budgeting techniques covered in the unit, NP, PI, IRR, and Payback. Compare and contrast each of the techniques with an emphasis on comparative strengths and weaknesses
The design of a masonry wall to support vertical compression loading is influenced by the same factors that affect the design of all compression elements. One of these factors is the extent of rotational restraint at the top of the wall.
However, design codes which deal with shear friction design place an upper limit on the magnitude of the shear force for which the plane can be designed. Explain why this is so.
This is a group assignment with presentationGroups of 2 or 3 choose any one international trade theory topic out of FirstFive week lectures and research the topic in more depth.
Two box culverts each is 0.61 m by 0.61 m and has n = 0.013, Ke = 0.05, Cd = 0.85, L = 30 m, So = 0.7%, and HW = 1.5 m. a. What is the design flow capacity for free outlet condition b. What is the design flow capacity for tailwater of TW = 1 m
Respond to the following scenario with your thoughts, ideas, and comments. Be substantive and clear, and use research to reinforce your ideas.
The cable is taut and prevents motion of point B in the x-z plane (i.e. acts as a pin for y-axis buckling), but offers no restraint to motion in the y-z plane (i.e. is unsupported for x-axis buckling).
A mass of 200g of saturated liquid water is completely vaporized at a constant pressure of 100KPa. Determine a) the volume change b) the amount of energy added to the water
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