An 8-foot wide rectangular channel carries 200 cubic feet per second ofwater at a depth of 1.5 feet before entering a hydraulic jump. The water depth downstream of thejump is most nearly:A. 2.4 ftB. 2.7 ftC. 3.4 ftD. 4.4 ft

we can analyze this step-by-step to determine the downstream water depth after the hydraulic…

Answered: An 8-foot wide rectangular channel…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

On the trapezoidal finished-concrete channel shown below. Given y = 2.45ft, B = 3ft, and angle 0 is 80, the Manning coefficient of finished- concrete is 0.012, bottom slope of channel is 0.00777. Use g = 32.2 ft/s?. y B Find the cross-sectional area of the channel,A. Find the Hydraulic radius (R). Find the Hydraulic depth (D) Find the velocity in the channel (v). Determine the flow rate (Q).
A trapezoidal channel transports water to supply a township. The longitudinal bed slope is 0.0077. The cross-sectional shape of the canal is trapezoidal, with a 5.1 m wide bottom and 1V:2.5H sideslopes. The channel is lined with smooth concrete. The water discharge is 110 m/s. The critical flow depth is: a. 2.468 m b. 2.468 m C. Don't know d. 2.351 m e. 2.209 m f. 1.704 m
5A trapezoidal channel carries a discharge of 2.5 m3 /s. Design the section if the slope is 1 in 1200 and the side slopes are 1 in 1. Use Chezy’s formula, C = 55. a. b = 1.154 m; y = 0.577 m b. b = 2.98 m; y = 2.58 m c. b = 0.9 m; y = 1.085 m d. b = 1.872 m; y = 3.12 m
Question 1 Find the conjugate depth of a hydraulic jump in a horizontal channel if the upstream depth is 0.8 m and the velocity of the flow is 8 m/s.
A half-full circular open channel is shown below. The diameter of the channel is D=2 m. (3) Calculate the hydraulic radius (R) ______m (one decimal place)
A trapezoidal channel having a bottom slope of 0.001 is carrying a flow of 30 m/s. The bottom width is 10.0 m and the side slopes are 2H to 1V. A control structure is built at the downstream end which raises the water depth at the downstream end to 5.0 m. Compute the water surface profile till 1.20 m. Manning n is 0.013 and a = 1. Select an appropriate Month for your calculations. Please read the question carefully and provide the correct solution with simple steps fast. Please answer quickly.
QUESTION 4 Water flows in a rectangular channel at a depth of y₁ = 0.2 m and a flow rate of 7.5 m³/s. A hydraulic jump is generated and the width of the channel is 4 m. Chezy's roughness constant for the channel is 56 SI units. Determine: 4.1 the depth downstream 4.2 the Froude number downstream 4.3 the head loss in the jump 4.4 the bed slope
Q5/The normal depth of flow in a rectangular channel (2 m deep and 5 m wide) is 1 m. It is laid to a slope of 1 m/km with a Manning's n = 0.02. Some distance downstream there is a hump of height 0.5 m on the stream bed. Determine the depth of flow (y1) immediately upstream of the hump. Answer: y1 = 1.27 m
Determine the height of a rectangular weir of length 5m to be built across a rectangular channel. The maximum depth of water on the upstream side of the weir is 1.5m and discharge is 1.5m^3 /sec Take Cd =0.6 and neglect end contractions.
A rectangular channel is 3m wide and has a depth of flow of 1.5m. The channel roughness can be assumed to be 0.015 and the bed slope is 0.001. Calculate The height by which the bed should be raised to just produce critical depth The width by which the bed should be narrowed to just produce critical depth
A half-full circular open channel is shown below. The diameter of the channel is D=2 m. (1) Calculate the flow area______m2 (2 decimal places)
Consider the same rectangular channel as in the previous problem (4.0 m wide, filled with water to 6.0 m, and walls of corrugated metal). If the slope is 0.65°, estimate the volume flow rate of the water.

SEE MORE QUESTIONS

Recommended textbooks for you

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Control Systems Engineering

Mechanical Engineering

ISBN:

9781118170519

Author:

Norman S. Nise

Publisher:

WILEY

Mechanics of Materials (MindTap Course List)

Mechanical Engineering

ISBN:

9781337093347

Author:

Barry J. Goodno, James M. Gere

Publisher:

Cengage Learning

Engineering Mechanics: Statics

Mechanical Engineering

ISBN:

9781118807330

Author:

James L. Meriam, L. G. Kraige, J. N. Bolton

Publisher:

WILEY

SEE MORE TEXTBOOKS

An 8-foot wide rectangular channel carries 200 cubic feet per second of water at a depth of 1.5 feet before entering a hydraulic jump. The water depth downstream of the jump is most nearly: A. 2.4 ft B. 2.7 ft C. 3.4 ft D. 4.4 ft