2) Design an irrigation channel by Kennedy's theory tocarry a discharge of 15 m3/se, side slope (1/4H: 1/2V),n =0.0225 and S=1 in 5000. *O b) d=1.5 m, b=10.12md) OtherwiseO a) d=1.74 m, b=8.12mO c) d=1.74 m, b=10.12m

Assume depth of irrigation channel as 1.74 m It is required to determine the velocity using…

2) Design an irrigation channel by Kennedy's theory to carry a discharge of 15 m3/sec, side slope (1/4H: 1/2V), n =0.0225 and S=1 in 5000. * O b) d=1.5 m, b=10.12m O d) Otherwise O a) d=1.74 m, b=8.12m O c) d=1.74 m, b=10.12m

2) Design an irrigation channel by Kennedy's theory to carry a discharge of 15 m3/sec, side slope (1/4H: 1/2V), n =0.0225 and S=1 in 5000. * O b) d=1.5 m, b=10.12m O d) Otherwise O a) d=1.74 m, b=8.12m O c) d=1.74 m, b=10.12m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: PROBLEM 02: Water is flowing at a rate of 7 ft^3/s, and it is assumed that the head loss from the…

Q: Find the belt thickness in meters 60 meters below the surface of the concrete arch dam to be…

A: Maximum water level: 120 meters above the floorDepth below the surface: 60 metersWidth of the dam at…

Q: Compute the total discharge in the stream based on thẻ given cro 12 18 24 30 distance, m 1.6 1.9 2.5…

A: Assuming same the cross-sectional dimensional through: The average Velocity will be,…

Q: Q.17 A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is…

Q: Water Flows through the storm sewer shown laid on a slope of 0.005. Roughnesscoefficient n= 0.025.…

A: S = 0.005n = 0.025 Q = 2.69 m3/s B = 2.5 m

Q: What are the most economical dimensions for a rectangular brick channel designed to carry 10 m3/s of…

A: (1)Given data - Q = 10 cms n = 0.015 S = 0.001 Find out - What are the most economical dimensions…

Q: 3. Two adjacent communities are represented by the simplified system shown below. Determine the…

A: 1: Head Loss CalculationsWater Density (ρ): 1000 kg/m³Acceleration due to Gravity (g): 9.81…

Q: Calculate values of the followings: y, B and v in the channel.

Q: P5: If water flows from the upper to the lower reservoir as shown in figure at a rate of 0.028m³/s…

Q: A 1m diameter commercial steel pipe that is 2km in length carries water (20°C) fromreservoir A to…

A: The objective of this question is to calculate the discharge of water through a commercial steel…

Q: Given that Q = 20 m3/s, calculate the flow depth of the stream after the scour hole.

Q: Water flows in a 1.5-m wide rectangular channel with a constant bed slope So = 0.144 (see figure…

Q: Q5) Calculate the (i) water discharge (m'/sec)and (2) Manning's constant for the flow through an…

A: We have above given data we have to find discharge and Manning's constant

Q: 3- Determine the discharge rate in a 1.52m diameter Corrugated metal Pipe (n= 0·024) on a slope of…

A: Given data: Diameter (d)=1.52 m n=0.024 Slope (S)=0.005

Q: Q.13.19 top of the opening is 0.61 m below the water level in the reservoir and the downstream water…

Q: 5) Water flows in a rectangular open channel having a width of 2 m with a flow rate of 10 m³/s as…

Q: The junction is in between reservoir A and B. Reservoir A gives water to Reservoirs B, C, and D.…

Q: A pump draws water from a reservoir A (EL 0m) and lifts it to reservoir B (EL. 80m), the headloss…

A: Given: The flow rate is 15 L/sec. The diameter of the pipe at point 1 is 15 cm. The diameter of the…

Q: 4. Estimate the discharge of water through a

A: To find : Discharge of water.

Q: Q (5-2)/ Water flows uniformly in an earth rectangular cross section open channel. Data available…

Q: CRITICAL FLOW Water flows at a rate of 50 m/ s in a rectangular channel having a base of 10 m. If…

A: Note- Since we only answer up to 3 sub-parts, we’ll answer the first3. Please resubmit the question…

Q: Find the approximate flow rate at which water will flow ina conduit shaped in the form of an…

Q: Reservoir A has an elevation of 138 m. A pipe is connected from reservoir A to reservoir B. It has a…

A: Q=0.96 m3/s C=121 d=0.922m

Q: Q (5-7)/ Water flows uniformly in an earth rectangular cross section open channel. Data available…

Q: 1. Water flows from reservoirs A and B to point C (discharge to atmosphere) through pipes 1 and 2 as…

A: Given :- Water flows from reservoirs A and B to point C Water Viscosity = 1×10-6 m2/s ks = 1 mm…

Q: Fluid Mechanics question: Water flow from a pone through a 10cm diameter pipe. Find the flow rate…

A: Given: Elevation of point ‘A’ from ‘B’ = 10 Diameter of the pipe = 10cm

Q: A 프 B Water flows at the rate of 21.6 [cfs] from reservoir A to reservoir B through two cast iron…

Q: Give Answer fast and right.

A: Calculations:Given data y = 2.438 - depth of flow in meters B = 12 - bottom width in meters z =…

Q: 1: 1,000 6- 5- 田2 Well Depth to Groundwater 3- Well Y Elevation ID (m bgs) (m bgs) 25 28 6. 2- MW-1…

A: Hydraulic gradient: Hydraulic gradient is defined as the ratio of the difference in the total head…

Q: B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume…

Q: Q (5-8)/ Water flows uniformly in an earth Trapezoidal cross section open channel. Data available…

Q: Problem 1: A trapezoidal flume with side šlópe of :1 velocity of 3 ft/s. The canal is laid on a…

A: GIVEN- A TRAPEZOIDAL FLUME REQUIRED- TO FIND NORMAL DEPTH OF WATER IN CANAL.

Q: 5. The diameter of a circular channel section which is running full is 8m. Determine the discharge…

Q: 2. Water flows at a rate of 90lt/s from reservoir A to reservoir B through three concrete pipes…

A: given data, L1=6000m,D1=0.3m,f1=0.018; L2=4000m,D2=0.23m,f2=0.015; L3=2500m,D3=0.2m,f3=0.012 since…

Q: Q/ Find the depth of water and the velocity of flow in an open (trapezoidal) manhole

A: ##Calculation of depth of water and velocity of flow ###of trapezoidal Channel ##

Q: 2. Water flows at a rate of 90lt/s from reservoir A to reservoir B through three concrete pipes…

A: given data, L1=6000m,D1=0.3m,f1=0.018; L2=4000m,D2=0.23m,f2=0.015; L3=2500m,D3=0.2m,f3=0.012 since…

Q: 8.5 A small reservoir has a spillway crest at elevation 200.00 m. Above this elevation, the storage…

A: A small reservoir has a spillway crest at elevation 200.00 m The storage and outflow from reservoir…

Q: Provided below is the cross-sectional area, verticals, depths, and velocities of a lake. Assuming…

Q: 4. A. Find the discharge in stream flow for the following data B. Find manning coefficient at slop…

A: Part A:Calculate the discharge in stream flow.Part B: Find Manning's Coefficient

Q: A trapezoidal channel with the dimensions shown in the figure below is laid on a slope of 0.003…

A: Given data:Slope, Discharge,

Q: he ratio between discharge and top width of a best draulic rectangular channel is 91/50, calculate…

Q: Q3/ A Trapezoidal open channel. The following data are available:- 1- Cross -sectional area of flow…

Question

2) Design an irrigation channel by Kennedy's theory to
carry a discharge of 15 m3/se, side slope (1/4H: 1/2V),
n =0.0225 and S=1 in 5000. *
O b) d=1.5 m, b=10.12m
d) Otherwise
O a) d=1.74 m, b=8.12m
O c) d=1.74 m, b=10.12m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Q (5-4) / Water flows uniformly in an earth trapezoidal cross section open channel. Data available are: Bed width of the channel B = 10 (m), water flow depth y = 5 (m), longitudinal slope of bed level of the channel S, = 0.0001, n = 0.025 {s/m(1/3)}, water flow rate Q=150 (m³/s), A=75 (m²) and P= 100 (m) and W = 2B. 1- Calculate values of the followings: Q, Z and Fr. 2- Mention Type of flow in the channel.
Water flows through a corrugated metal pipe (D=1.2m) at a normal depth of 0.6m ata constant slope of 0.002. Determine the discharge, Q, through the pipe using Manning’s formula.
Draw the qualitative EGL and HGL for the water transfer system below. Water T = 10-C p= -88.29 KPa gage Elevation 10 m Elevation = 6 m 40 cm diameter D = 30 cm Elevation = 2 m
SN=15
???
Civil Engineering 1. A main irrigation canal with a bed width of 2.5 meters and a side slope of 1.5 vertical, 2 horizontal is to be constructed at a uniform land slope/gradient. The capacity of the stream is 35 m³/s. If n=0.025, determine depth and the slope of the land. Show the full solutions and formula used.
(Single pipe - determine pipe diameter) Water is to flow at a rate of 1.0 m³/s through a rough concrete pipe (ε = 5 mm) that connects two ponds. Determine the pipe diameter if the elevation difference between the two ponds is 10 m and the pipe length is 1000 m. Neglect minor losses. D= 0.783 m
Determine the total discharge of the section consisting of earth canal whosen = 0.023 and S = 0.0045 and a flood plain with n twice the value of the earthcanal. Use 3 decimal places all throughout the solution. Box/underline your finalanswer.
A 1m diameter commercial steel pipe that is 2km in length carries water (20°C) fromreservoir A to reservoir B. The difference in elevation between the two reservoir surfaces is 150m.Compute the discharge through the pipe. (Solve by hand with Moody Chart; utilize Darcy-Weisbach)
On a property, water is pumped from point A at the bottom of a hill to point B on top of the hill via a cast iron pipe at a flow rate of ?=Q= 0.06 ?3/?m3/s. The total pipe length is 173 ?m of diameter 0.14 ?m, and the elevation difference between A and B is 27 ?m. Between points A and B it is required to use 20 of the 90?90o flanged smooth bends (???=KLB= 0.19) and 5 of the fully open gate valve (???=KLG= 0.22). The entrance and exit losses are 0.54 and 1.3, respectively. Calculate the minimum pump power required to pump water from A to B, given that the pump efficiency is 0.76. Density and viscosity of water are 1000 ??/?3kg/m3 and 0.00131 ??/?.?kg/m.s, respectively.
3. Determine the diameter of pipe C, if the flow through the pipe system is 0.050 m3/s, under a total head lost of 9 meters, assuming that C = 120. (10 points) Pipe B 266 m, 160-mm diameter Pipe A 300 m, 200-mm diameter Pipe D S10 m, 250-mm diameter Pipe C 190 m