Q1: Consider the tank and water supply system as shown in Figure. The diameter of the...
a cylindrical water storage 12. in diameter and 8m high, is filled through a 100 mm pipe carrying a velocity of 40 m/s. (a) how long it will take to fill the tank? (b) if the tank has an out flow pipe at the bottom with a capacity of 0.12 m^3/s discharge rate and both inflow and outflow pipes are opened at the same time, compute the time rate of the rise of the water level. (c) compute the time...
Question 2 Water is draining from a pressurized tank as shown in the figure. The exit velocity is given by Ve=(2p/p+2gh)1/2 where p is the pressure in the tank, p is the water density, and h is the elevation of the water surface above the outlet. Constant pressure supply Control surface Exit e The depth of the water in the tank is 1.7 m. The tank has a cross-sectional area of 1.8 m2, and the exit area of the pipe...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the atmosphere through a 100-m-long pipe. The friction coefficient of the pipe is taken to be 0.015 and the effect of the kinetic energy correction factor can be neglected. In order to drain the tank faster, a pump is installed near the tank exit. Water tank Pump Required...
Question in the picture
smooth pipe: Total length, L Diameter, d -25 mm 4 m tank water (pa 1,000 kg/m3, μ 0.001 kg/ms) flows from a very large tank (that is open to atmosphere) through an L 4 m total length of smooth pipe of d = 25 mm diameter at a bulk velocity of 6 m/s. The water then exits the pipe at 3 m above ground as a free jet. The pipe network contains a gate valve (V),...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the atmosphere through a 100-m-long pipe. The friction coefficient of the pipe is taken to be 0.015 and the effect of the kinetic energy correction factor can be neglected. In order to drain the tank faster, a pump is installed near the tank exit. Water tank Pump 6...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edg 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the atmosphere through a 100-m-long pipe. The friction coefficient the pipe is taken to be 0.015 and the effect of the kinetic energy correction factor ca be neglected. In order to drain the tank faster, a pump is installed near the tank exit Water tank Pamp Required infor...
7.24 A pump is used to pressurize air in a tank to 300 kPa abs. e tank has a diameter of 2 m and a height of 4 m. The initial level of water in the tank is 1 m, and the initial pressure at the tank water surface is 0 kPa gage. The atmospheric pressure is 100 kPa. The pump provides a constant head of 50 m. The water is drawn from a reservoir that is 4 m below...
QUUESTION1 Water flows through a pipe as shown in Figure 1. The losses in the pipe can be expressed as 0.025 V2 per meter length of pipe, where V is the velocity in the pipe. The length AB is 6 m and BC is 11 m, determine the discharge and the pressure at B 2m 3m 5m 20mm diameter Figure 1: Schematic of water flowing from a tank through the pipe.
QUUESTION1 Water flows through a pipe as shown in...
Question 6 - Minor Losses A tank and piping system is shown. The galvanized pipe diameter is 1.5 cm, and the total length of pipe is 10 m. The two 90° elbows are threaded fittings. The vertical distance from the water surface to the pipe outlet is 5 m. The velocity of the water in the tank is negligible. Find (a) the exit velocity of the water and (b) the height (h) the water jet would rise on exiting the...
L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe with a maximum velocity (turbulent profile) of 0.3 meters/sec. The pipe then goes through an expansion, to where it is then flowing in a 0.5 meter-diameter pipe, and the flow regime has changed from turbulent to laminar. In the second section of pipe, calculate the velocity as (a) block flow profile (Vavg), and (b) maximum velocity in laminar flow profile? HINT: you will need...