WATER FLOWS IN A TRIANGULARV-NOTCH STEEL CHANNEL, WITHVERTEX ANGLE OF 60°, AT AVELOCITY OF 1.2. FIND THEmSDEPTH OF FLOW IF THE CHANNELIS LAID ON A SLOPE OF 0.0017.USE n = 0.014%3D

Answered: Image /qna-images/answer/f3e3bcd3-3d72-4ddf-9e80-64f01dc7524e.jpg

Answered: WATER FLOWS IN A TRIANGULAR V-NOTCH…

WATER FLOWS IN A TRIANGULAR V-NOTCH STEEL CHANNEL, WITH VERTEX ANGLE OF 60°, AT A VELOCITY OF 1.2. FIND THE DEPTH OF FLOW IF THE CHANNEL IS LAID ON A SLOPE OF 0.0017. m USE n = 0.014

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: A rectangular channel 2 m deep and 6 m wide. Find the discharge through channe when it runs full.…

A: Given data : Chezy constant (C)=60 Slope (i)=11000Width (B)=6 mDepth (d)=2 m

Q: A cement lined rectangular channel 6m wide carries water at the rate of 30m3 /s. Find the value of…

A: Given: The width of the rectangular channel is 6 m. The depth of the rectangular channel is 1.5 m.…

Q: A trapezoidal channel carries a discharge of 2.5 m3/s. Design the section if the slope is 1 in 1200…

Q: Q2: For an open channel slope (1/200) and (n=0.015). Find the discharge in (L/hr), and shear stress.…

Q: A triangular canal has an open top of 30cm by 6m and closed vertical ends. The sides form an…

A: Given data: Triangular Canal Open top=30cm Depth=6m Equilateral triangle of 30cm side Water level up…

Q: A trapezoidal channel has a base width b = 6 m and side slopes 1H:1V. The channel bottom slope is So…

A: It is required to find the uniform flow depth i.e normal depth and then state the type of flow in…

Q: A trapezoidal channel carries a discharge of 2.5 m3/s. Design the section if the slope is 1 in 1200…

Q: . Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. a.)…

Q: and vertical banks with a surface slope of 1 in 2500. estimate the length of the back water curve…

A: Given:- w=30m d=3m slope=1in 2500 afflux=2m n=0.035 To find:- length of the back water

Q: Situation 1: An open rectangular channel discharges water at a rate of 2 m/s and mean velocity of…

A: The discharge is Q=2 m3/s. The velocity is V=1.3 m/s. It is given that the base width is twice the…

Q: A trapezoidal channel section having base 8m, depth 4m and the hydraulic radius is 2.36m. the side…

Q: Problem 8 - 11 A trapezoidal flume with side slope of 1:1 carries 225 ft3/s of water at a mean…

Q: Problem 8 - 11 A trapezoidal flume with side slope of 1:1 carries 225 ft/s of water at a mean…

Q: 07. (a). A most efficient trapezoidal section is required to give a maximum discharge of 21.5 m'/s…

Q: Problem 3 Determine the required slope of the channel bed and sides(s,) if the flow is steady and…

Q: A rectangular channel (1 = 0.011) 18 m wide is to carry water at a flow rate of 35 m'/s. The slope…

A: Given data : Flow rate=QQ=35 m3/sWidth=BB=18 mSlope of channel=SS=0.00078Mannings…

Q: Determine the net length of crest and estimate the shape of downstream ogee spillway section having…

A: Solution-The giuven values are ,The elevation of crest =89.5mThe design discharge =1.15l/sThe number…

Q: A cement lined rectangular channel 6m wide carries water at the rate of 30m3/s. Find the value of…

A: It is required to determine the area of the channel. It is required to determine the hydraulic…

Q: H.W. 4 For a triangular channel having a side slope of Z horizontal: 1 vertical, Prove that: 20 Y. =…

A: The given data is shown below: Side slope=Z horizontal:1 vertical

Q: B Ye 1 3.

Q: Water is flowing at a rate of 4.5 m³/s in a trapezoidal channel whose bottom width is 2.4 m and side…

A: given-discharge Q=4.5 m3sbotom width b=2.4 mside slope n=2 H:1 V=2channel slope S=0.0001

Q: 1-27. A 3-ft section of a masonry dam is shown in Fig. P 1-27. The resultant horizontal water…

A: Hydrostatics is defined as the part of fluid that reviews "fluids are in motion and the pressure…

Q: Determine and draw the baseflow using; a. Straight line method b. Fixed based method using N = 5 С.…

A: Baseflow separation from hydrograph can be done using three methods. They are 1. Straight line…

Q: The triangular V-notch channel carries a flow of 10 m3 /s. Assume n = 0.013 2 3 1. Calculate the…

A: Let y=depthtop width =2×32y=3yArea =123yy=1.5y2Perimeter =2y2+1.5y2=13yso,For critical…

Q: Water flows down a wide rectangular channel of concrete (n = 0.014) laid on a slope of 2.4mm/m. Find…

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: A rectangular canal carrying 10 cubic meters per second of water is laid on a slope of 3m per km.…

A: Discharge is defined as the volume of water displaced per unit time (sec). The discharge of the…

Q: A cement lined rectangular channel 6m wide carries water at the rate of 30m3/s. Find the value of…

A: Given data:width of channel (b) = 6 m Depth of channel (d) = 1.5 m Flow = 30 m3/ s Slope (S) =…

Q: A cement lined rectangular channel 6m wide carries water at the rate of 30m3/s. Find the value of…

A: Given: The width of the rectangular channel is 6 m. The depth of the rectangular channel is 1.5 m.…

Q: 91:50, calculate the depth of the channel if the bed slope is 1 in 3000 and C = 50.

A: To find : Ratio between maximum discharge and top width.

Q: The tide gate opens automatically when the tide water at B subsides, allowing the marsh at A to…

Q: A rectangular channel has a wdith of 14 m and depth of of water equal to 3 m with a bed slope of 1…

A: Given: Width, b = 14 m Depth, d = 3 m Slope, i =1/1500 Kutter's constant = 0.03

Q: 4. Water flows in a 3m wide rectangular channel. If the critical depth was measured to be 0.542m,…

A: For critical cahnnelFe=1Vgy=1

Q: Two channels sections the first is rectangular with water depth = 3 m and width=3. the second sec.…

Q: Find the required slope of a rectangular open channel when the water flows at a rate of 20,000 L/s,…

A: Given data :- Type of channel = Rectangular channel Base width (B) = 4 m Depth of flow (y) = 2.5…

Q: Water is to flow at the rate of 25 m³/s in the concrete channel shown. Find the required vertical…

A: Given : Flow rate in channel (Q) = 25 m3/s n = 0.013

Q: The streamflow in the trapezoidal canal cross-section has n = 0.013, side slope of 3:4 and bottom…

A: Bottom width=2m Depth=2m To find wetted perimeter of canal

Q: A rectangular channel (n = 0.014) 7.09 ft. wide is to carry water at a flow rate of 3.502 ft3/s.…

A: The critical slope of the flow measured from the discharge equation,…

Q: A longitudinal rectangular surface is hanged into the water such that its top and bottom points are…

Q: Water is to flow at a rate of 30m3/s in the concrete channel shown. Find the vertical drop of the…

A: The drop of an object in trajectory or along a plumb line measured vertically from its line of…

Q: 4. A concrete channel which is laid on a slope of 1.9m per kilometer discharges water at a rate of 3…

Q: A trapezoidal canal has one side vertical and the other slanting 70 deg. The discharge through the…

Q: A triangular open channel carries 4 m3/s of water. If the both sides are sloping at 60 degrees from…

A: solved

Q: The two points 1 and 2 are spaced at a horizontal distance of 243.22 m. The elevation of point 1 is…

A: The gradient is the slope of the given line. The gradient or slope is the ratio of the difference in…

Q: 8. Calculate the side slope of a trapezoidal channel section having base 8m, depth 4m and the…

A: This question is related to the open channel flow from Fluid Mechanics.

Q: WATER IS TO FLOW AT THE RATE OF 25 m³ /s IN THE CONCRETE CHANNEL AS SHOWN. FIND THE 1.5 m REQUIRED…

Q: Water is flowing in a trapezoidal channel at a rate of Q = 20 m³/s. The critical depth y for such a…

A: Given Q= 20 m3/s Y must satisfy equation :- 1- Q2 /gA3 ×B = 0

Q: A concrete channel which is laid on a slope of 1.8m per kilometer discharges water at a rate of 2…

Concept explainers

Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.

Question

WATER FLOWS IN A TRIANGULAR
V-NOTCH STEEL CHANNEL, WITH
VERTEX ANGLE OF 60°, AT A
VELOCITY OF 1.2. FIND THE
m
S
DEPTH OF FLOW IF THE CHANNEL
IS LAID ON A SLOPE OF 0.0017.
USE n = 0.014
%3D

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

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

009 =6 Q. No 4). A rectangular channel of X ft width is supplying water at flowrate of Y ft'/s. If the slope of channel is 1/800 calculate the depth of water in the channel. Assume value of manning coefficient , n = 0.015.
Q4/ A trapezoidal open channel. The following data are available: 1- Cross -sectional area of flow A = 108 (m') 2- Wetted perimeter P = 120 (m) 3- Longitudinal slope of bed level So = 0.0001 4- Bed width B = 4 (m) 5- Width of channel at water level w = %3D %3D = 4B (1/3) 6- n = 0.025 {s/m5)} Find the value of flow rate Q in the channel.
Design a most economical trapezoidal section of a canal having the H.W -1 following data: Discharge of the canal = 20 cumec Permissible mean velocity = 0.85 m/sec. Bazin's constant, K 1.30 Side slope = 1.5:1 Find also the allowable bed slope of the canal. %3D %3D %3D
See figure below Surt Pol Level rectangular channel with d1 = 5 ft d2 15 ft Q/B= 37 8 cfs/ft bed slope 0.0015 Calculate AE-1 distance between 1 and 2 2
Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of 4.5ft. The channel bottom drops 0.1ft every 100ft. Length, n=0.015 A.) Compute the velocity in ft/s (using Kutter's) Choices: a. 5.316 b. 1.653 c. 6.513 d. 3.516 B.) Compute the velocity in ft/s (using Manning) (no choices) Note: I really need this please help thanks and please on A. Please base your answer on the given choices thank you in advance :)
MTN nôa" °ll 70 20:39 Vodafone GH|Stay Safe Engineering Hydraulics_* An open channel is triangular in cross-section with side's slopes 1: 1; if the depth of flow is 25cm and the discharge is 0.05m³/s. calculate the slope. Take C = 0.50 The cross-section of an open channel consists of a rectangle placed over a semi-circle with its diameter 1m at the top. If the bed slope is 1 in 2500. Calculate the value of Chezy's if the discharge in the channel is 0.50 m³/s. • It is required to excavate a canal of rectangular section out of rock to bring 13.5 m³/s of water from a distance of 63.5m with a velocity of 2.25 m/s. determine the most suitable section of the canal and its gradient. Take N = 0.03 Dr. E.BOAKYE, SNR. LECTURER 36 An open channel has a trapezoidal cross-section with a base width of 2m and side slope of 1:1 and a maximum vertical height of 2.5m. Determine the required slope when it has a discharge of 5m3/s at a depth of 1.5m. take Mannings N = 0.015 A rectangular channel 5.5m wide…
Q.4] An inverted siphon was used to pass a discharge of canal under the main road with 0.2m head loss. The inner dimensions of this siphon are (1.5X1.5)m, safety screen used at entry and exit. The elbows of 22.5 degree were used in this siphon. Find the discharge of the canal. given the following site dimensions. Manning n of the siphon= 0.013, cross section area of the canal = 6.8 m². k₁=0.2, K₂=0.3, kscreen= 0.2, Kelbow 0.05, length of siphon=(15+20+15)m. Sketch the structure with all details.
Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of 4.5ft. The channel bottom drops 0.1ft every 100ft. Length, n=0.015 Compute the velocity in ft/s (using Manning) a. 9.946 b. 6.496 c. 9.469 d. 4.696please show the complete solution :(
Water flows in triangular V-notch steel channel, with vertex if 60°, at a velocity of 1.2m/s. Find the normal depth of flow if the channel is laid on a slope of 0.0017. use n=0.014 Group of answer choices 0..9m0.8m0..7m0.6m
Water flows at 25 m^3/s down a rectangular channel made of unfinished concrete. The channel has a width of 4 m and a downward slope of 0.008, and the water depth is 2.6 m at the control section A. Calculate critical depth, normal depth and identify the channel surface profile. Determine the distance X from A to where the depth is 2.7 m (Control Section B). Use increments of Ay= 0.1 m (one increment only between 2.6 m and 2.7 m) Take n = 0.018.
Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of 4.5ft. The channel bottom drops 0.1ft every 100ft. Length, n=0.015 Compute the flow rate in ft3/s (using Manning) Group of answer choices 862.32 683.22 386.23 386.32
Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of 4.5ft. The channel bottom drops 0.1ft every 100ft. Length, n=0.015 Compute the flow rate in ft3/s (using Manning) O 386.32 O 862.32 O 683.22 O 386.23