4- If the channel was a trianglechannel with side slope of 1:2 withdischarge of 4.5 m^3/sec, bedslope of 0.3%, and Manning's n of0.025. The critical depth is equalto:O 1.62 m1.50 mO 1.00 mO Non of them5- If the channel was a trianglechannel with side slope of 1:2 withdischarge of 4.5 m^3/sec, bedslope of 0.3%, and Manning's n of0.025. The normal depth is equalto:2.5 m1.5 m1.0 mNon of them

Answered: Image /qna-images/answer/591bb9b6-d21f-4274-b520-120a383a9856.jpg

Answered: 4- If the channel was a triangle…

4- If the channel was a triangle channel with side slope of 1:2 with discharge of 4.5 m^3/sec, bed slope of 0.3%, and Manning's n of 0.025. The critical depth is equal

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: According to Lacey's theory of channel design, what will be the velocity of flow in the channel…

Q: Determine the critical depth (m) for following rectangular open channel: Flowrate = 64 m^3/s Channel…

A: Given that: A rectangular channel, with flow rate, Q=64 m3/sChannel width, B=6m

Q: Given a rectangular channel cross-section with a bottom width of 6m with the bottom slope is 1:1010…

Q: 89.5 m and the bed surface at elevation 92 to draw the downstre

Q: Please answer fast

A: i) Specific energy of the flowing water It is calculated as: E=y+2gV2 where: y = flow depth (m) V…

Q: (b) A channel is to be designed for carrying a discharge of 50 m³/s, side slope 0.5:1 and silt…

Q: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

Q: Given the following channel Depth in a Trapezoidal Channel Slope -0.007. ft/ft, Depth (-5 feet,…

Q: a) The bottom width b) The channel bed slope

Q: A rectangular open channel needs to be designed to carry a flow of 2.0 m³/s under uniform flow…

Q: A rectangular channel has a width of 4.0 m and a bed slope of 0.006. The Manning's roughness of this…

Q: / Find the Width of channel if it has side slope and bed slope ( 1 : 1 ) and ( 1 to 1000 ) and the…

A: C=60 Q=15 cumec (b/d)=2

Q: 6. Determine the discharges in channels having the following sections for y ft, n = 0.015, and S =…

A: please find attached solution below. please repost 4th part of question.

Q: A trapezoidal channel with bottom width of 3 m and side slope of IV: 1.5H carries a discharge of…

A: Bottom width = 3 mSide slope 1 V :1.5 HDischarge = 8.0 m/secFlow depth = 1.5 mWe have to determine…

Q: 6) For a rectangular shaped channel carrying a flow (Q) of 50 ft/s, with a base width (b) of 12…

A: Q = 50 m³/sec B = 12 ft n = 0.025 Slope = 0.02 ft/ft.

Q: Problem 1 A 2.45-m wide rectangular channel has a bed slope of 0.0004 and Manning's roughness…

A: Given data,bed slope=0.004n=0.015Q=2.83 m3/sFINDdetermine the water surface profile for depth 1.52m,…

Q: Calculate the normal depth for a rectangular channel with 4 ft width, 10 cfs discharge rate, 0.03…

Q: The proper method used to determine headwater depth for any culvert problem is to guess the type of…

A: Since, the flow in the culvert is mainly of two types :- Inlet and outlet. Both these flow makes the…

Q: Problem 2 A rectangular channel has a bottom width of 6.0 ft, and a longitudinal slope of 0.3% (S =…

A: Note: You have posted a question with multiple subparts but as per our policy we will provide…

Q: Which of the following statements about open channel design is NOT true? •The designed channel depth…

A: The goal of open channel design is to create a channel or canal with a shape, slope, and geometry…

Q: b) Using the conditions of best hydraulic trapezoidal section, design a rigid-boundary trapezoidal…

Q: Your assigned problem: The channel consists of an unfinished concrete section (n = 0.014) and…

A: step 1-

Q: Water Resources Engineering: Open Channel Flow Determine the normal depth in a trapezoidal channel…

A: Given data: Bottom width = 2.4 ft. Side slope = 2:3 (vertical: horizontal) Discharge (Q) = 35…

Q: (a) Calculate the critical depth (hint: Froude number definition) in a triangular channel that has…

A: Triangular channel Side slope (m:1) = 2 in 1 Discharge (Q) = 3 m3/s Determine the critical depth…

Q: What is the critical depth of the flow in a trapezoidal channel with bottom width 20 ft, slope of…

Q: According to Lacey's theory of channel design, what will be the velocity of flow in the channel…

A: Given : Discharge(Q) = 140cumec= 140m3/s Silt factor (f)=1 To determine : velocity of flow V

Q: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

Q: Discharge Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as…

A: Muskingum Routing method K = 3 hrs x = 0.3 ∆t = 1

Q: According to Lacey's theory of channel design, what will be the velocity of flow in the channel…

Q: A trapezoidal channel has a bottom width of 10 ft and side slopes of 2 horizontal to 1 vertical.…

A: Reference : Water resources. Given : Bottom feet b, side slopes z = 2 H and 1 v Slope = 0.0005 and n…

Q: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

Q: A very long, 10.0-ft-wide, concrete rectangular channel with a slope of 0.001 ends with a free…

A: A concrete rectangular channel, with uniform flow Slope, S = 0.001 Width, B = 10.0 ft As per the…

Q: 13. Refer to the following channel cross section. Determine channel dimensions by scale. (a) What is…

A: Since, the scaling is difficult on image as it can be enlarged or reduced as than it is in actual.…

Q: A rectangular channel 3.6m x 1.8m deep discharge 6.8 cu.m per sec. If the same consideration have…

Q: Question: A rectangular channel is 3m wide and has a depth of flow of 1.5m. The channel roughness ca…

A: The given data is: Width of channel (B) = 3 m Depth of flow (y) = 1.5 m Channel roughness (n) =…

Q: Q6] A wide rectangular channel is to carry a discharge intensity of 2.0 m³/s /m at a Froude number…

A: For a wide rectangular Channel section carrying discharge of 2.0 m3/ s/m width find the a) Normal…

Q: Example: A concrete-lined trapezoidal channel (n = 0.015) is to have a side slope of 1.0 horizontal:…

A: Given:- The value of manning's coefficient (n) = 0.015 The side slope of the trapezoidal channel = 1…

Q: A gauging station has a measured depth of 1.27 m in a triangular section. What is the distance and…

Q: Critical depth of a rectangular channel having Discharge 1 cumec Width as 2 m and flow depth 50 cm O…

A: solution Given discharge Q=1 cumec width B=2mts

Q: Determine the normal depth in a triangular channel with bed slope of 0.0005, n = 0.013 and central…

A: Triangular Channel Bed slope (S) = 0.0005 Manning coefficient (n) = 0.013 Central angle = 90°…

Q: rectangular channel has a bottom width of 6.0 ft, and a longitudinal slope of 0.3% (So = 0.003). The…

A: Note : According to our policy, we will provide solutions for the first three subparts only. Please,…

Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

4- If the channel was a triangle
channel with side slope of 1:2 with
discharge of 4.5 m^3/sec, bed
slope of 0.3%, and Manning's n of
0.025. The critical depth is equal
to:
O 1.62 m
1.50 m
O 1.00 m
O Non of them
5- If the channel was a triangle
channel with side slope of 1:2 with
discharge of 4.5 m^3/sec, bed
slope of 0.3%, and Manning's n of
0.025. The normal depth is equal
to:
2.5 m
1.5 m
1.0 m
Non of them

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 1 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

I need correct answer only
B-A trapezoidal channel with (b=3M, 2= 2M, S=0,0016 Manning coefficient n=0,025) carries discharge of (12 m³/sec). Find the normal depth and velocity?
Question 3: Design the sewage system with using Kutter formula (m=0.35). A constant discharge as 50 lt/sec is added form the Manhole 3. 24 hours flowrates removes in 8 hours from the sewage system. Draw the schematic cross section of the channel 1-3-4 path and give a detailed drawing for Manhole 3. The Minimum depth of soil cover, hmin-2.0 m, The Maximum depth of soil cover, hmax 6 m, Topographic elevations of manholes are determined at (pipe diameter(mm)), J 15 the beginning and end of the sewers. Sizes of the areas and the length of the channels are given for each channel. Standart pipe diameters: 300, 400, 500, 600, 700, 800, 900 ve 1000 mm, maxqday= 200 lt/day/capita. V 100 √R m+√√R √RJ (53.75) Qual 50 Vs (55) L=120m A=6ha N=400kişi ha L-150m A=6ha N=500kişi ha L=65m A=2ha N=200kişi ha (55) (50)
Water flows in a trapezoidal channel in which the bottom width is 3 m and the side slopes are 2:1 (H:V). The channel lining has an estimated Manning n of 0.02, and the longitudinal slope of the channel is 0.1%. If the flow rate is 150 m³/s and the depth of flow at a gaging station is 4 m, classify the water-surface profile, state whether the depth increases or decreases in the downstream direction, and calculate the slope of the water surface at the gaging station.
QUESTION A trapezoidal channel with 3 meters bottom width, side slope 2H: 1V, channel gradient of 0.002, and n = 0.025, carries a discharge of 200 m3/min. Compute the normal depth and velocity.
Direction: A rectangular open channel needs to be designed to carry a flow of 2.0 m³/s under uniform flow conditions. The Manning's roughness coefficient is 0.018. The channel should be such that the flow depth is equal to half the width, and the Froude number is equal to 0.5. The bed slope of the channel to be provided is
A rectangular channel 3m wide and has depth of flow 1.5m. the channel roughness is 0.015 and the bed slope is 0.001. Calculate the height through which bed should be raised to just produce critical depth and the width by which the bed should be narrowed to produce critical depth
Answers and solution. Thanks
Qle: A flow rate of 0.4m ^ 3 /sec is to be carried in an open channel at a velocity of 1.5 m/sec. If the channel cross section is trapezoidal with water depth equal to the width of the channel bottom and side slope of 1:1. Manning roughness coefficient is 0.03. Determine: a) The bottom width b) The channel bed slope
This is for Water Resource Engineering. Please include formulas used if possible.
Q1/ Find the Width of channel if it has side slope and bed slope (1:1) and (1 to 1000) and the ratio of the width to the depth of cannel = 2 respectively the %3D discharge is 15 m³/sec and coefficient C = 60.
What is the Froude number in a triangular channel with a sidewall slope of m = 1.5 ,water depth of y = 0.66 m, and discharge of Q = 0.2 m3/s? a) 0.23 b) 0.21 c) 0.19 d) 0.17