Question

Design a parabolic swale with a slope of 4.3 percent to carry 16ft3/s of runoff. The...

Design a parabolic swale with a slope of 4.3 percent to carry 16ft3/s of runoff. The permissible velocity is 4ft/s and roughness coefficient is 0.05

Engineering   Civil-Engineering   
0 0
Add a commentTranscribed image text
Next >

Homework Answers

Answer #1

0 0
Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Design a triangular shaped concrete lined channel to carry a discharge of 4733ft^3/mint at a slope...
Design a triangular shaped concrete lined channel to carry a discharge of 4733ft^3/mint at a slope of 1:4733. the side of slopes of a channel are 1.25:1. Take a value of coefficient of roughness as 0.018.
Using the permissible velocity method, design an irrigation canal with a Manning's roughness coefficient of 0.03,...
Using the permissible velocity method, design an irrigation canal with a Manning's roughness coefficient of 0.03, permissible velocity of 2ft/sec, slope of 0.5% and a design discharge of 50ft3/sec. Assume a rectangular channel with Width (w) : Depth = 6:1 Note: The correct answer should be w=46.3ft; d=7.27ft. Pls. show all work clearly.
Design a gravel riprap-lined trapezoidal channel to carry 11.33 m3/s by considering the best hydraulic section...
Design a gravel riprap-lined trapezoidal channel to carry 11.33 m3/s by considering the best hydraulic section with a slope S0 = 0.0016. Solve the problem using the tractive force method from the textbook (Chapter 15.3.2). (Note: you need to find the gravel size so that the design criteria are satisfied).
A curling stone slides across the ice at 4.3 m/s. The coefficient of friction between the...
A curling stone slides across the ice at 4.3 m/s. The coefficient of friction between the stone and the ice is 0.05. How far does the stone travel?
A concrete box culvert with Manning’s roughness coefficient n = 0.015 and a rounded entrance (ke...
A concrete box culvert with Manning’s roughness coefficient n = 0.015 and a rounded entrance (ke = 0.2) is to be designed to carry the design flow of 8.0 m3 /s. The culvert slope is 0.6% and the length is 36.0 m. If the maximum-allowable headwater level is 2.4 m above the culvert invert, determine the size of the box culvert with free-outlet conditions and verify the flow type.
You have been assigned the task to complete the preliminary design calculations for the sanitary sewer...
You have been assigned the task to complete the preliminary design calculations for the sanitary sewer and drainage system for a new subdivision located just outside of Columbus. The property in question is 1,300 feet (north to south) by 6,500 feet (east to west). The property is very flat (1% average slope). The parcel has been used primarily for agriculture (C=0.40), however, there are 12 acres of delineated wetlands (C=0.05) in the southeast corner of the property. assume the portion...
A skier with an initial speed of 15 m/s slides up a snowy slope with a...
A skier with an initial speed of 15 m/s slides up a snowy slope with a 2.50 m height as shown in the figure below. If the coefficient of friction between the skis and the snow is 0.06, what is the final velocity of the skier at the top of the hill? Consider the mass of the skier to be 84 kg.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT