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Soil sample was placed in a permeameter and a falling head test was conducted. The sample had a diameter of 100 mm and length of 110 mm. A manometer was attached to the permeameter. The manometer's diameter was 8 mm. The falling head test was conducted over 184 seconds and the water level in the manometer changed from 100 cm to 80 cm during the test. Estimate the coefficient of permeability (in mm/s). No need for the temperature correction.
Suppose that the quoted prices of the bonds in (a) and (b) are 169.00 and 136.00, respectively. Which bond is cheaper to deliver?
Draw the iron-carbon phase diagram?
Which material will result in the lightest member if you want to limit the elongation to 0.20 in.? Which material will be cheaper under these conditions?
Design and draw complete details of the extrusions and connections. Select a surface finish for the aluminum. What type of glass will you use?
if you were asked to determine the mechanical properties of ametal by concucting a test, what type of test whould you use, and what data can you abtain from that test
Soil is excavated from a borrow to construct an embankment with a net volume of 50,000 cy with 95% of Modified Proctor maximum dry density of 110 pcf with a Modified Proctor optimum water content of 8%.
Location: Proposed Land extends 1500o north along Cody Street and 600o east along Old shell road.
Determine the maximum tensile, compressive, and shear stresses at point B, which is located on the surface of the shaft at the y0 axis.
Estimate the stresses at a depth of 20 m below ground surface at each of the following locations: (0,0), (0, 15), (6,0), (6, 15), and (10,25); obtain values by both Boussinesq and Westergaard methods, and also determine the ratio of the stresses a..
The plant is to employ alum coagulation. and pertient data for the folcculation basin are as follows: detention time = 20 min, G = 35 /sec at 50F, GT = 10000 to 100000, width = 1.25 depth, length = 2width, no baffling, number of impellers = 2
Question 1: How many cubic yards of soil must be excavated from the borrow pit?
The city of Lancaster's water distribution system has 3 wells for water supply. There are 10 pumps at these wells. It is estimated that a pumping rate of 10,000 gallons per minute is needed to satisfy the city's total water demand.
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