Flow rate, L/S (1000 L-1 m²) 600 500 400 300 200 80 40 30 M 10,000 7000 5000 4000 3000 2000 1000 500 400 20--300 1500 60 54 -48 +44 Q = 2800 L/s and V = 7.9 ft/s Q = 3500 gpm and V = 7.9 ft/s | Q = 1,800 gpm and V = 7.9 ft/s Q = 2800 gpm and V = 7.9 ft/s 1000-40 900-36 800 Flow rate, gpm Pipe diameter, mm (1000/-1m) 700-28 600 24 20 500 32 400 4 16 12 10 a S Example 2-12 Pipe diameter, in 0.0002 Slope of HGL or loss of head, mv/m; ft/t 0.0003 0.0004 0.0005 0.0007 0.0010 0.0020 TETTE 0.0030 0.0040 0.0050 0.0070 0.0100 0.0200 0.0300 ww 200 Using the figure provided, answer to the following question: A 12-inch diameter pipeline is built on a slope of 2 percent. Determine the discharge capacity of the pipeline (at full flow) and the flow velocity.

Flow rate, L/S (1000 L-1 m²) 600 500 400 300 200 80 40 30 M 10,000 7000 5000 4000 3000 2000 1000 500 400 20--300 1500 60 54 -48 +44 Q = 2800 L/s and V = 7.9 ft/s Q = 3500 gpm and V = 7.9 ft/s | Q = 1,800 gpm and V = 7.9 ft/s Q = 2800 gpm and V = 7.9 ft/s 1000-40 900-36 800 Flow rate, gpm Pipe diameter, mm (1000/-1m) 700-28 600 24 20 500 32 400 4 16 12 10 a S Example 2-12 Pipe diameter, in 0.0002 Slope of HGL or loss of head, mv/m; ft/t 0.0003 0.0004 0.0005 0.0007 0.0010 0.0020 TETTE 0.0030 0.0040 0.0050 0.0070 0.0100 0.0200 0.0300 ww 200 Using the figure provided, answer to the following question: A 12-inch diameter pipeline is built on a slope of 2 percent. Determine the discharge capacity of the pipeline (at full flow) and the flow velocity.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Water flows smoothly over a small bump in a channel of constant width, as shown in Figure P10.11. At any cross-section the velocity may be considered constant over the entire area. If V1 is the velocity at entry, where the depth is Y1, and V2 is the velocity where the bump has its highest point, where the depth is Y2. If Y1/Y2 = 1.8, find (a) The Froude number of the flow at entry. (b) The Froude number at the top of the bump.
If the quantity of air discharged at D is 1,500 m3/min and friction factor of 0.0048, calculate the following: (a) the quantity of air discharged at C; (b) static pressure at fan outlet A. Group of answer choices 3203.2 m3/min; 14.75 N/m2 2203.2 m3/min; 24.75 N/m2 2203.2 m3/min; 14.75 N/m2 4203.2 m3/min; 14.75 N/m2please show complete solution for review and analysis purposes
A water stream flows into a tank with a diameter of 0.2 m at a flow rate to maintain the water level inthe tank constantly at a height of 0.2 m. From the bottom of the tank, an opening with a diameter of0.01 m allows water to flow out of the tank. Determine the flow rate of the water flowing out of thetank.
Question-02:(CLO2)(10)A closed container containing water up to a height of 3.0 meter and air at the upper part with an orifice of 100 mm at its bottom. If 50% of the air is being removed from the upper part of the container by suction then Estimatedischarge passing through the orifice using Bernoulli’s equation if Cd=0.62.
A 1.5m square tank, 3m tall is drained by a 25mm-diameter orifice located at its bottom. If the tank is initially filled with water, how deep is the water in the tank after 45 minutes? Assume C=0.62
Water flows at 0.07 cubic meter per second through a pipe. A horizontal venturi meter with throat diameter of 150-mm was used to measure the velocity inside the pipe. Based on manometer reading, the differential gauge is deflected 1.2 meter. If the specific gravity of the manometer fluid is 1.60, the velocity, in meter per second (m/s), of water inside the pipe is Blank 1
Q.5 Determine the volumetric flow of water in m3/hr flowing in a pipehaving a diameter of 40 mm through an orifice having a diameter of 20 mm.Manometer reading across the tapping is 15 cm of Hg. Assume correctionfactor = 1. Reynolds number Ra is 105 . Assume density of water = 1000 kg/m3and kinematic viscosity is 10–2 stokes (cm2/sec). Also calculate the pressuredifference at the tappings. Assume Cd = 0.61.
A circular tank of a diameter of 1.5 m contains water up to a height of 4 m. The tank is provided with an orifice of diameter 40 mm at the bottom. If Cd= 0.62. find the height of water above the orifice after 10 minutes.
A jet of water discharges into a 90-cm open cylindrical tank with a height of 1 m. The cross-sectionalarea of the jet is 0.0025 m2 where the velocity of water jet is 3 m/s. How many seconds is requiredto fully fill the tank? The following are given for the measurements of a 90-cm open cylindrical tank when a jet of water discharges. height= 1m velocity=3m/s Area=0.0025m2 Determine the time to fully fill the cylindrical tank.
Water flows at 0.07 cubic meter per second through a pipe. A horizontal venturi meter with throat diameter of 150-mm was used to measure the velocity inside the pipe. Based on manometer reading, the differential gauge is deflected 1.2 meter. If the specific gravity of the manometer fluid is 1.60, the velocity, in meter per second (m/s), of water inside the pipe is ____ ANSWER ASAP
The water speed coming out on the pipe from a cylindrical tank shelter as in the image beside is (in the picture) known g = 9.81 m / s² H is the initial high water (m), l is the length of the pipe (M), t is the time passing. Determine the high H needed to produce water speed v = 5 m/s at t = 2.5 seconds for pipe length L = 4 m, calculate 1. BISECTION 2. False position for initial guess XL = 0 and XU = 2 m Calculate up to £ = 1%
Water flows at 0.07 cubic meter per second through a pipe. A horizontal venturi meter with throat diameter of 150-mm was used to measure the velocity inside the pipe. Based on manometer reading, the differential gauge is deflected 1.2 meter. If the specific gravity of the manometer fluid is 1.60, the diameter of the pipe, in millimeter (mm), that was used is