In a sprinkler irrigation system, the required total capacity of the system is0.78 m3/s. Determine the pump capacity. Assume that head loss in pipeand bends and velocity head required = 3.6 m of water.

Step 1: Given Data: Flow rate (Q): 0.78m3/s Head loss (hL): 3.6m In this case, since no…

Answered: In a sprinkler irrigation system, the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Problem 6:Water at 20 ̊C is siphoned from a reservoir as shown in the Figure. For d = 7.5 cm and D=15cm, determine the following:(a) the maximum flow rate (in m3/s) that can be achieved without cavitation occurring in thepipe system,(b) the maximum elevation (in m) of the highest point of the piping system to avoidcavitation.(c) Also, discuss the ways of increasing the maximum elevation of the highest point of thepiping system to avoid cavitation
Water at 20°C is siphoned from a reservoir as shown in following figure. For d = 8 cm and 16 cm, determine (a) the minimum flow rate that can be achieved without cavitation occurring in the piping system at points 2 and 3 and (b) the maximum elevation of the highest point of the piping system to avoid cavitation. (c) Draw the HGL and the EGL for this system? D H (m) HT= 20°C 4.0
Q3: A Derive the relation between the head losses and flow (hL=kQ) which is assumed in the hardy cross method. B.Determine the water power, pump power and the motor loàd 1oi a pump system designed to deliver 027 m'/sec against a total system head of 35 m. assume the efficiencies of the pump and motor are 60% and 80% respectively.
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4. Two reservoir A and B, feed a third reservoir C as shown in figure. Assuming constant water level in the figure and making use of the data given in the table below. Compute the discharge in each pipe. Use conventional solution. EL 205 m EL 130 m 2 EL 192 m Q₁ = 0.3963 m³/s, Q₂ = 0.4550 m³/s, Q3 = 0.8513 m³/s Pipe 1 2 3 n 0.011 0.014 0.017 Diameter Length (mm) in (m) 400 500 800 1800 2000 4000
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1. Find the flow rate out of reservoir A. 2. Find the flow rate towards reservoir C. 3. What is the elevation of reservoir C.
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Determine the flow in each pipe in the 3 reservoirs shown.
Read the question carefully and give me right solution according to the question
2. It is known that an irrigation channel has a rectangle with width (b) = 4.5 m, height (h) = 5 m, flow rate (Q) = 12 m3 /s. If during the rain the flow depth (y) = 1.5 m is observed. Investigate whether the flow is subcritical or supercritical? Draw a diagram of specific energy (Es) by completing the following table: У (m) 0,20 0,30 0,40 0,60 1,0 2,0 3,0 4,0 Es (m)

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In a sprinkler irrigation system, the required total capacity of the system is 0.78 m3/s. Determine the pump capacity. Assume that head loss in pipe and bends and velocity head required = 3.6 m of water.