HERE ARE THE VALUES NEEDED SO YOU WONT NEED THE TABLE MENTIO
HERE ARE THE VALUES NEEDED SO YOU WONT NEED THE TABLE MENTIONED IN QUESTION
Q=1200 D=24in nps schedule 40
a 80 mi/h wind. The pole is composed by two cylinders connected to each other end to end. The lowest cylinder is of 4 in nominal schedule 40 steel pipe with a length of LbottomThe other cylinder is made of 3 ½ in nominal schedule 40 steel pipe with a length of Lop. The temperature of the air is 71 F. Use the table below to get the values for Lbottom and Ltop. Use the 1 (from right to left) digit of your UIN to use the table 2. On this problem you will compute the liquid height in an open channel with a slope of 0.001. The channel has a rectangular shape and it is made of cement. The width of the channel is W and water runs through it at a flow rate of Q. Is the flow supercritical or subcritical? Use the table below to get the values for W and Q. Use the 2d (from right to left) digit of your UIN to use the table 3. On this problem you will compute the reading of a mercury manometer when an orifice plate of -0.5 is used to measure a water flow rate of Q running through a pipe with a diameter D nominal schedule 40 pipe. Use the table below to get the values for Q and D. Use the 3\"d (from right to left) digit of your UIN to use the table 4. On this problem you will compute the force on the curved pipe section shown in the figure. The length of that section is Lured For the force you will provide its magnitude and direction. Neglect Solution
Units of Q are not clear is it in ft^3/s or in^3/s or m^3/s
assuming Q = 1200 in^3/s d = 24 in
Q = Cd * A2 / sqrt(1 - B^4) * (sqrt(2*32.2*g*h))
1200/12^3 = 0.6 * pi * 1^2 / (4 * sqrt(1-0.5^4)) * (sqrt(875.84*h))
0.19 = sqrt(875.84*h)
h = 0.0126 mm
