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The effective friction angle of a soil is 36.3o. What is the theoretical inclination of the shear zone with respect to the horizontal within a cylindrical sample at failure in a triaxial cell?
A PVC pipe with a diameter of 30 inches will carry a flow of 20 cfs. the bottom slope is 0.005 and the roughness coefficient is 0.015. determine the normal depth, critical depth, velocity and the froude number.
.Water enters a very wide rectangular channel (Manning’s n = 0.0149) at a velocity of 12.2 ms-1 and a depth of 0.61 m. An H3 curve forms downstream and the water jumps to a depth of 2.4 m some distance downstream. Find the distance downstream to the ..
Car A is moving with constant speed v on the straight and level highway
The number of parking tickets issued in a certain city on any given weekday has a Poisson distribution with parameter = 50. What is the approximate probability that 1 between 35 and 70 tickets are given out on a particular day
The specifications on a part specify that the part should be replaced when any crack reaches 25% of the critical crack length that will lead to fracture. We know that the part has an intial crack of length 0.02 mm, and that the fracture toughness is ..
Aim of the project is based on an experiment set up that is based on compering C35 Concrete strength & workability with different percentage of Marble powder
If an alternative base material is available for $5,791.50 per lane-mile per inch depth, to use it, the minimum depth for asphalt has to be increase to 6 inch with no change of base and subbasedepth. What will be the total cost per lane-mile per i..
At the same time, the city pumps water from the reservoir at a rate of 455 liters/day. What volume of water will remain in storage after 3 weeks into the dry
Problem: The block of a control system is shown below.
An engineering student has been given the assignment of designing a hydraulic holding system for a hay baling system. The system has four cylinders with 120 mm diameter pistons with a stroke of 0.320 m.
Determine the rotational speed that would be required to complete the job in exactly the same time as your answer to part (a) of that problem.
Find the uniform flow depth (in feet) of a concrete trapezoidal channel with a bottom width of 30 ft. and side slopes of 2:1. The channel is laid at a slope of 0.05% and carries a design discharge of 1000 cfs.
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