You are designing a storm drain for a new parking lot. The topographic conditions at the site restrict the pipe slope to be approximately 0.013 (with up to 10 percent variation allowed). The storm drain needs to convey a design flowrate of 17 cfs. You are considering use of concrete pipe (n=0.013) and corrugated steel pipe (n = 0.022). (a) Which size pipe and what slope would you specify in each case? Make your selection so the pipe is full, or nearly full, at the design flowrate. Available pipe diameters are those listed next to tic marks on the "circular channel - low Q cleaned up" that is posted at NYU Brightspace. Use this nomograph, NOT the one that is in the Powerpoint lesson because it has more resolution at lower flowrates. (b) What is the maximum flowrate (when full) that each of the pipes you specified in (a) can convey? (c) What is the velocity of the water when flowing full in each case?

Problem 1 You are to design a 800’ long sewer pipe that is to be placed in a trench. Prepare an Excel table showing the design elevations every 100 feet. Use stationing of 0+00 for the beginning, and 8+00 for the end. Place the pipe at a gravity drainage slope of -2.5% towards station 8+00. The invert elevation of the pipe at 0+00 is 6375.00’. The pipe has an outside diameter of 1’ and a wall thickness of 1”. Your design needs to include the following:a) List the elevations for the top of the pipe for the plus stations (0+00, 1+00, 2+00, 3+00, 4+00, 5+00, 6+00, 7+00, and 8+00) *.b) Calculate the invert elevation for the pipe at station 8+00 *Note: Elevations for the top of the pipe are used to place leveling rods at those stations and control the depth of the pipe during construction (since the bottom of the pipe is then inaccessible).Hint1: Make a sketch.Hint2: A 3% gravity slope means -3’ per 100’ (as in “three per cent”). “3%” is not an angle.Hint3: For short distances (i.e., pipe…

Using the Manning nomograph and assuming n=0.013, determine the following: (a) An 800 mm diameter sanitary sewer is built on a slope of 0.2 percent. What is the fullflow discharge capacity of the sewer and what is the flow velocity? (b) What diameter pipe is needed to carry a peak flow of 200 liters/s on a grade of 0.007 ? (c) A 300 mm diameter sewer is built at a grade of 2 percent. What is the depth of sewage flowing in the pipe when it carries a flow of 50 liters/s? What is the velocity?   USE MANNING MONOGRAPH, NOT HAZEN WILLIAMS

A 2-m diameter corrugate metal storm sewer is required to carry 4.0 m3/s of water when flowinghalf-full. What is the required slope of the sewer?   Ans= .132   Please Show Work.

A rectangular timber flume 11 ft. wide by 7 ft. deep discharges 391 cfs and n = 0.042 If the same material had been used for a trapezoidal section having the same perimeter, what would have been the greatest discharge in cfs possible with the same hydraulic slope = 0.0006?   Round your answer to 2 decimal places.

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Discuss the factors influencing the optimal pipe diameter selection in pressurized flow design?

Kindly help this is geotechnical homework

Water flows in a rectangular flume 15 ft wide made of brick with cement mortar (n = 0.015). Find the depth of the water under uniform flow at 18 fps with a slope of 0.02. What would be the resulting error in the estimated depth if the “wide-and-shallow” flow assumption were used?

Figure out how long your sewer line can be before gravity feeding is not possible 1/8" per ft (1%). Starting invert = 2.5 ft BFF. City main invert = 6 ft %3D