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You have been tasked to design a large water tank that has the following characteristics: 1) open to the atmosphere at the top, 2) an inlet pipe is located near the top, 3) an outlet pipe is located near the bottom, which leads to a pump, and 3) a drain hole is provided at the bottom. The drain hole is a simple open hole that allows water to flow out into a ditch when the drain valve is open. The purpose of the drain hole is to prevent the water tank from overflowing when the inflow from the inlet pipe is greater than the outflow through the outlet pipe. If the design conditions are a steady inflow that is larger than the steady outflow to the pump, derive an equation that allows you to compute the diameter of the drain hole for a desired steady water height in the tank for the design condition inflow and pumping rates.
Determine: a) the height of the water, with respect to the base of each standpipe, and b) the effective stress at the depth of each standpipe, at the following times:
Calculate the undrained shear strength at a depth of 120 ft below the mudline. Calculate the undrained shear strength at a depth of 120 ft below the mudline if the soil has an OCR of 2.5 .
The herbicide 2,4,D, is applied to a golf course at a rate of 1.2 kg/ha. The organic matter content of the soil is 1%, bulk density is 1.3 g/cm3, and water content is 0.3. a) What fraction of the herbicide is adsorbed, and what fraction is dissolve..
The height (in meters) of a projectile shot vertically upward from a point 2 m above ground level with an initial velocity of 24.5 m/s is h2+24.5t-4.9t^2 after t seconds. a) When does the projectile reach its maximum height? b) What is the maximum..
Determine axial force and Max bending - Question in structure analysis
A four-lane urban freeway (two lanes in each direction) is located on rolling terrain and has 12-ft lanes, no lateral obstructions within 6 ft of the pavement edges, and an interchange every 2 miles.
Does the presence of Mg2+ significantly interfere with the determination of Ca 2+ by the EDTA titration?
A CU triaxial test with σc = 20 psi is performed on a sand and a deviator stress of 80 psi fails the specimen. Previous tests revealed that the effective friction angle for this sand is 35°. Calculate the pore water pressure at failure.
A company that manufactures regenerative thermal oxidizers made an investment 10 years ago that is now worth $1,300,000.
Use modern software tools to analyze a structural system of a building.
Estimate the effective friction angle for the sand (assume c' = 0). Calculate the sand's shear strength (τf) on a horizontal plane at depths of the 20 ft and 50 ft.
Assume that during the analyze stage an obvious solution is discovered. Should that solution be immediately implemented and the remaining steps of DMAIC abandoned?
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