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the cantilever beam ab represents a pile that supports a retaining wall due to the pressure of soil the pile carries
draw the load and the bending moment diagrams that correspond to the given shear force diagram assume that no couples
flow occurs in a wide rectangular channel at a depth y a construction project over this channel requires that
prepare a computer algorithm that determines the alternate depth given the geometry of a prismatic channel the
a parshall flume is placed in a small stream to measure the discharge it has a width of 3 ft at its throata compute the
design a broad-crested weir to convey a river discharge that varies between q1 and q2 the maximum water depth upstream
rework problem 1024 to evaluate the conjugate depth in place of the alternate depthproblem 1024prepare a computer
a lake discharges into a steep channel at the channel entrance the lake level is 25 m above the channel bottom
a flow of 85 m3 s occurs in a long rectangular channel 3 m wide with y0 154 m there is a smooth constriction in the
water is discharging at 20 m3 s in a triangular channel with m1 35 m2 25 s0 0001 n 0014 at the entrance to the
a rectangular channel with b 4 m has a change in slope such that the normal depths are y01 093 m and y02 142 m at
the partial water profile shown in fig p1053 is for a rectangular channel of width b 3 m in which water is flowing at
a very long rectangular channel fig p1054 has normal flow conditions at locations a and c and a change in the bottom
problem 1046uniform flow occurs in a long rectangular channel of width b s0 00163 and n 0012 the channel is altered
flow of water takes place in a rectangular channel with b 4 m n 0012 l 500 m s0 000087 the discharge is 33 m3 s at
water is flowing as shown in fig p1040 under the sluice gate in a horizontal rectangular channel that is 5 m wide the
water enters a reach of rectangular channel where y1 05 m b 75 m and q 20 m3 s fig p1039 it is desired that a
in a rectangular channel water is flowing at a depth y and a velocity v at a downstream location the discharge is
water is flowing in a rectangular channel at a depth of 16 m and a velocity of 085 ms at a downstream location the
a mass m and spring k are at rest in a gravity field about to be struck by a mass m falling from a height h the mass m
consider a uniform cantilever beam of length l elastic modulus e and area moment of inertia i if a force f is applied
the height of water in a reservoir fluctuates over time if you had to construct a dynamic system model to help water
consider the compression of a gas by means of a crank-piston arrangement let the cylinder have a single average
part of an automatic flow-metering system is shown the main flow goes through a smooth venturi that reduces the area