1. (4 pts.) A large tank of diameter D is drained under the action of gravity...
A large cylindrical tank with diameter D is open to the air at the top. The tank contains water to a height H. A small circular hole with diameter d<< D is then opened at the bottom of the tank. Ignore any viscosity effects. (a) Find the height y of water in the tank as a function of time t after the hole is opened. (b) If the initial height H of the water is doubled, by what factor does...
Question 7 (1 point) The pressure drop per unit length of a smooth-walled pipe, through which water at 15.6 C is flowing, is to be determined with a 1:3 scale model. The velocity of the water is 0.1 m/s. The model fluid is ethyl alcohol at 20 C. What is the required velocity of ethyl alcohol to maintain dynamic similarity. (Water: density 999 Kg/mA3, Dynamic viscosity-1.12E-3 N.s/mA2- Alcohol: density 789 Kg/mA3, Dynamic viscosity -1.19E-3 N.s/m*2) Discussion: Why would you use...
QS: (20 marks) Salt water flows from the tank A through a hole of diameter 25 mm as shown in Figure Q5. Initially (time t-0) tank A contains salt water with a specific gravity of 1.15 and the tank B contains pure water. Each tank has a diameter of 2 m and an initial depth of 3 m Determine the specific gravity of the salt water in the lower tank as a function of time, from 0 to when tank...
Consider the draining problem of liquid water under gravity (g) from a cylindrical tank of diameter D with initial water height of h, above the nozzle of a much smaller diameter d (see schematic below). The height h of the water free surface above the nozzle in the tank will drop with time t. The following functional form between h and t should exit, h= f(t,d,D,g,h.) You are asked to do the following: 2.1 Express each of the variables in...
fluid mechanics SECTION A Petroleum distilate is pumped from one large diameter tank to another higher tank, via a pumping station in an oil refinery. The petroleum is pumped at a speed of 2 ms through a 150 m long pipeline of 100 mm internal diameter. The vertical distance pumped is 20 m. The sum of the entry, exit and other component losses is equivalent to 5 times the velocity head, Table Q1 Fluid density Friction factor f for the...
The tank pictured in Figure 2 with height H and diameter D contains water, which drains through a small round hole with diameter d. Torricelli’s law states that the average velocity v of the draining water is , where g is the acceleration of gravity and h the water level. Derive an expression to describe the time taken for the tank to drain, if it is initially full of water. Future interplanetary astronauts could use the tank as a simple...
Consider water being drained from a cylindrical container of diameter D through a hole in the cap, of diameter d, as shown below. Let A be a point on the surface of the water and let B be a point right at the hole. The level of water is h above the hole. If the height of the water level is h = 24 cm, what is the value of vB2−vA2, in SI units? If the diameters are d =...
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m. Both the tank free surface and jet exit are exposed to the atmosphere. Take the density of water p = 1000 kg/m3, dynamic viscosity of water u = 0.001 kg/m.s, atmospheric pressure = 100 kPa, and gravity = 9.8 m/s2. Calculate the volumetric flow rate through the pipe. Neglect entrance losses to the pipe. Hint: Consider the inlet and outlet sections of the pipe...
Self Test 2 balance) (Unsteady State mass 1 Problem Statement A Vertical tank of diameter D and height H has a narrow crack of width W running vertically from top to bottom. If the tank is initially filled with water and alilowed to drain through the crack under the influence of gravity a) Calculate the output volumetric flow rate at any time t Imagine the crack to be a seties of adiacenr orifices, then, integrate to find the total efflux...
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m. Both the tank free surface and jet exit are exposed to the atmosphere. Take the density of water p = 1000 kg/m3, dynamic viscosity of water j = 0.001 kg/m.s, atmospheric pressure = 100 kPa, and gravity = 9.8 m/s2. Calculate the volumetric flow rate through the pipe. Neglect entrance losses to the pipe. Hint: Consider the inlet and outlet sections of the pipe...