depth of flow (at the back of the suppressed weir) = 2.485 meters discharge = 0.84 m^3/s head = 0.285 meters What is the width (L) of the channel? *Used the Francis Formula in solving* *Consider the velocity of approach

depth of flow (at the back of the suppressed weir) = 2.485 meters discharge = 0.84 m^3/s head = 0.285 meters What is the width (L) of the channel? Used the Francis Formula in solving *Consider the velocity of approach

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: View Policies Current Attempt in Progress Water flows over the spillway shown in the figure below.…

Q: A compound channel is designed with a semi-circular and a rectangular channel attached to it.…

Q: Water flows uniformly with a flow rate of 10 m'/s in a long rectangular open channel of 3.0 m width,…

A: Q =10m3/s

Q: can you please help me solve the homework problem. I need a step by step solution i am very confused…

A: Given data in question Width 2.96 mDepth 4.11 mSlope 0.074Constant 0.015To find out Discharge

Q: A full width sharp-crested weir with a weir height of P= 0.54 m was installed in a 0.77-m…

Q: A flood occurs in the main channel having a trapezoidal section with a base width of 4.5 m. If the…

A: Mean velocity V = 1.2 m/sBase width, B= 4.5 m

Q: PROBLEM 2: Compute the flow rate over each weir. Assume Cd-0.60 1 ft 0.5 ft 60° weir plate 95cm 75cm…

A: GIVEN DATA:-⇒Cd=0.60⇒θ=60°→Formulae Used:-(1) Flow rate for triangular weir is given by:-⇒…

Q: The head on a sharp-crested, rectangular weir was incorrectly observed to be 1.8 m. when it was…

A: Given Coefficient of discharge, Cd = 0.979 Crest length, b = 4.09 m Actual head = 3.93 m Incorrect…

Q: 3. If there is a measured head of water of 0.60 on a 60° triangular weir, what length of Cipolletti…

A: Given,H=0.6m, Angle,theta=60°

Q: The flow rate through the rectangular canal of 1.5 m depth is 0.9 m/s as shown in the Figure. If…

Q: Using the loop method, determine the flow rate in each pipe in the figure. Please use the Hazen-…

A: This question related to subject fluid mechanics. In this question find out flow rate using hazen-…

Q: 4. A channel is carrying 3 m/s . Assuming that an error of 1.2mm is made in measuring the head,…

A: determine the resulting percentage of error in discharge

Q: 10. Find the discharge over a cipolletti weir of length 1.3 m when the head over the weir is 0.65 m.…

A: This question is related to the Fluid Mechanics from Civil Engineering. In This question we…

Q: 2) a) What is the conveyance of a channel? State its formula and label the terms. b) A concrete…

A: Conveyance of a channel is the term which gives the discharge carrying capacity of stream cross…

Q: The following twenty problems refer to a transition in a rectangular channel with a bottom elevation…

Q: 7. The head of water over a rectangular weir is 26 cm. The length of the crest of the weir end…

A: To find discharge using Francis formula

Q: rflow spillway that has a design discharge of 50,000 ft^3/s, if the upstream water depth is at an…

A: Given data Discharge over spillway=50000 ft3/s upstream water depth is at an elevation =800 ft Floor…

Q: A trapezoidal weir has its non-parallel sides inclined at 4V:1H. It has a base of 4.64 m. And a head…

Q: The discharge from a six (6) inch diameter orifice, under a 10 ft head, Cd=0.600, flows into a…

A: GIven Data:- Diameter of Orficed=6 inch Head available H = 10ft Coefficient of dischargeCd = 0.6…

Q: in the both end rectangular contracted weir, the length of the w neglecting velocity of approach and…

Q: Uniform Flow Rectangular Channel A rectangular channel has a base width of 12 feet, a slope of 0.006…

Q: Q3/ determine the discharge in the compound open channel shown in figure assume a bed slope (O.001)…

A: Bed slope (s) = 0.001 Mannings coefficient (n) = 0.03 Area of channel (A) = ( 5 x 0.5 ) + ( 0.2 x…

Q: A 2500 mm gravity flow concrete aqueduct's length is 4 km with a head loss of 5.6 m. Assume pipe is…

Q: 3 find the discharge

A: FLUID MECHANICS

Q: Find the discharge in the channel, and sketch the longitudinal profile of the water surface.

Q: A rectangular open channel 6m wide has a depth of 1m of water flowing with a mean velocity of 0.75…

Q: Design a trapezodial channel to carry a discharge of 47.4^3/s. The bottom slip of this the channel…

Q: he outlet from a reservoir is through a broad-crested weir in which the crest is at 5 m MSL. Which…

A: Given, Weir coefficient (C) = 0.183 Width (b) = 10 m

Q: Water flows over the spillway shown in the figure below. If the velocity is uniform at sections (1)…

Q: A weir installed at the end of a rectangular channel controls the flow of water. The rate of flow is…

Q: (a) Derive the expression for a flow rate (Q) of fluid flowing through a broad crested weir if this…

Q: A rectangular channel carries a discharge of 20 m3/sec with a width of 1 meter and a manning…

A: Using mannings…

Question

depth of flow (at the back of the suppressed weir) = 2.485 meters

discharge = 0.84 m^3/s

head = 0.285 meters

What is the width (L) of the channel?

*Used the Francis Formula in solving*

*Consider the velocity of approach

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

25. Determine the discharge of the weir having a head of 0.6 m in L/s if a 51⁰ triangular weir is used. Assume C = 0.62175 L/s180 L/s195 L/s200 L/s
Kindly answer all of it and box your answers thank you
A channel carrying 105.86 ft³/s. Assuming that an error of 0.05904 in is made in measuring the head, determine the resulting percentage of error in discharge. (a) If a 90º triangular weir is used. (b) If a Cipolletti Weir 10ft long is used. Draw the sketch
handwritten and fast
Q13: A sharp crested weir of Im height is fixed across 5m wide channel as shown in the following figure. The depth of flow on the upstream and downstream sides of the weir is 1.5m and 1.2m respectively. Find the discharge over the weir. y=15m H Water level W-1 m HA y = 1.2m
i need the answer quickly
Compute the flow rate of each weir. Assume that Cd=0.60
The head on a sharp-crested, rectangular weir was incorrectly observed to be 1.93 m. when it was actually 3.53 m. If the crest length is 4.83 meters, determine the percentage error (in percent) in the computed value of the flow rate. Use coefficient of discharge = 0.985. Round off to two decimal places.
2. Water flows over a sharp-crested triangular weir at a rate of 0.28m/s whose vertex angle 60°. Find the percentage of error in the computed value of the flow if the head measurement had been incorrectly observed as being 0.006m greater than its value. Use C = 0.58. Draw the sketch.
Q2/Béd width of an open channel is B = 40 (m), depth of water in the channel is y = 2 (m), longitudinal bed level slope is So = 0.001 and Manning's coefficient is n= 0.025 { m(l)/s}. Calculate the value of water flow rate in the channel. Find the Type of flow in the channel.
Compute the flow rate of each weir. Indicate the appropriate unit of flow.