please help break down hydrology problem quickly. I have some notes on there. WHAT does Km stand for? ARExample 1:Design a rigid-boundary earth channel (a=0.03) to carry a discharge of 250 A½.Assumptions:1. Based on the topography and channel alignment. S = 0.1%2. For a clean carth channel, n=0.03.3. Designing a trapezoidal channel with a side slope of 1:3 (V:H), and bottom width of 5 ft.(a) 10-3³ {15+34/4] [ \$+1y/y771/3159.175=f14)Y= 4.75 ft1951RectangularYnxb0.01+0.0010.010.1110100(Q)xax. tike = 2.2223. 4

Answered: AR Example 1: Design a rigid-boundary…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

2) b) A concrete lined trapezoidal channel with uniform flow has a normal depth of flow of 2.0 m. The base width of the channel is 5.0 m, side slopes 1:2 and has a slope of 0.001. Taking Manning n = 0.015, find: i) Discharge, Q ii) Mean Velocity, V iii) Reynolds Number Re iv) Conveyance, K 14.5 15.0 14.5 1 region 2 region 1 region 3 3. 4 10 10 2 All dimensions are in m Figure 2 - Question 3
Determine the normal depth in a triangular channel with bed slope of 0.0005, n = 0.013 and central angle of 90° if it carries a discharge of 2.2 m³s-¹.
(a) A trapezoidal channel has a bottom width of Bw = 10 m and 1 vertical to z=2m horizontal. The channel has a slope of 0.0001 and a Manning's roughness of n = 0.0501. If the uniform flow depth is yn = 7m what is the discharge in the channel? (b) Compute the critical depth (yc) for this trapezoidal channel given discharge from (a)
A discharge of 1.90 m3/s flows on an open channel with a slope of 0.0062. If the coefficient of roughness is 0.012, compute the depth (in m) of the channel for optimum discharge using: A. semi-circular section Choices: 1.36 0.63 1.63 0.36 B. Rectangular section Choices: 1.58 1.85 0.85 0.58 C. Triangular section Choices: 0.28 0.82 1.28 1.82 Note: please base your answer on the given choices thank you and also this is a complete questions thank you
A concrete-lined, rectangular channel has to be constructed to carry a discharge of 500 cfs. Design the channel assuming that the following values are fixed based on the design conditions: a. Bed slope = 0.002 b. n = 0.015 c. b/y ratio = 2.0 (i.e., the width, ?, is equal to 2y)
A rectangular channel has a width of 4.0 m and a bed slope of 0.006. The Manning's roughness of this channel is n =0.015. Classify the type of this channel when it delivers a discharge of (a) 40 m³/s, and (b) 200 m³/s.
cross-sectional area of the channel. 5. Refer to the following channel cross section. Normal depth is 1.50 feet. (a) What is the cross-sectional area of flow? (b) What is the wetted perimeter? (c) What is the hydraulic radius? -8.5'- 1.50' -2.5' 2.5'- -4.5'- 00ation ntion Normal denth is 3 0 fee O Cengage Learning 2014
A concrete-lined trapezoidal channel has to be constructed to carry a discharge of 500 cfs. Design the channel. Assume that the following values were fixed based on the site conditions: • Bed slope = 0.002 • n = 0.015 • Side slope, z = 1 (vertical):1.5 (horizontal) • b/y ratio = 2.0
2.1. A trapezoidal channel conveys 15 m³/s of water on a bed slope of 1 in 300. The base width of the channel is 5 m and the side slope is 2 m. Assume a Manning's roughness coefficient (n) of 0.018. Calculate: (a) Calculate the normal flow depth and discharge. (b) Calculate Reynold's and Froude Numbers. (c) Comment on the applicability of Manning's Equation.
4. 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.
Design a trapezodial channel to carry a discharge of 47.4^3/s. The bottom slip of this the channel is 0.0074. Also the flow depth is half of channel bottom width. Take roughness coefficient as 0.024 Andy side slop as 1 horizontal to 4 verticals. B. Based on the given information and your results in part A, compute the state of flow
4. 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 200m^3/min. Compute the normal depth and velocity.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS