Pipe design A stretch of corrugated metal pipe (n = 0.024) is needed to convey a design storm flow rate of 32 cfs. Site conditions dictate a pipe slope of 0.002. If pipe sizes (diameters) are available in increments of 6 in., determine the minimum size pipe that will both convey the design flow rate and achieve a minimum scouring velocity of 3 ft/s. Assume the pipe is flowing full.   Tip: Determine the pipe diameter needed for a flow rate of 32 cfs, then do the same for a velocity of 3 ft/s, and round up to the nearest multiple of 6 inches

Q: 14. Use the open auger hole procedure to determine a numerical value of permeability for a…

A: "Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Task 2 Calculate forces related to fluids at rest and in motion b) An alternative suggestion for…

A: Given series of questions and asked to compute the following,2.  An alternative suggestion for the…

Q: If slope and velocity of a sewer A is 1/P and 7 m/s. If the slope and velocity of sewer B is 1/700…

A: given- slope of A=1/Pvelocity of A=7 m/sslope of B=1/700velocity of B=9 m/s

Q: Wire-pipe designs of wet ESPs can achieve higher efficiencies. Why?

A: Wire Pipe designs of wet ESPs are used for collecting the particulate matter presence in flue gases.…

Q: Design a composite pipe drain of parallel grid system to be installed, ten laterals are joint a…

A: To design a composite pipe drain of parallel grid system, we need to determine the spacing between…

Q: 6. Calculate the wetted perimeter of the most economical circular section having radius 3m in case…

A:

Q: Describe about the consolidated–drained (C–D) shear test.

A: Shear test is used to determine the shear parameter of the soil.

Q: Present a step-by-step procedure to determine column (tower) height and packed depth of a wet…

A: Tower height in wet scrubber is majorly a function of packing depth. The procedure to determine…

Q: 1. Well is being drilled with following assen Ea BHA jt 30.5 Ft Ea DP Stand 93.5 ft TDS + Hook block…

A: a well is drilled with given information we need to determine the  The hook load  The maximum load…

Q: QUESTION 2 Compute the wetted paramter in m for a 1.6-m diameter channel with a depth of fow of 1.40…

A:

Q: A cast iron pipe is required to carry 10 cfs of water at 60°F over a distance of 1200 ft between 2…

A: Q = 10 cfsL = 1200 fte = 0.00085 ft

Q: 4) Given the layout of the 30-acre basin below, what is the travel time in pipe 1 (n = 0.012) in…

A: L1 = 200 ft S = 0.376%A1 = 3 acres  n = 0.012

Q: determine whether the debris might pass or no longer. overlook viscous results

A:

Q: Design a composite pipe drain of parallel grid system to be installed, ten laterals are joint a…

A: We need to determine the dimensions and layout of the laterals and the collector. The design should…

Q: Design a circular radial-flow sedimentation tank for a town with a projected population of 45,000.…

A: Populations= 45000 Waste water flow rate = 400 L/capita-d or 0.4 m3/capita-d Detention time (t) = 2…

Q: Compare and assess the designed pipe using both Hazen Williams and Darcy Weisbach by stating the…

A: Similarities and Differences The Hazen-Williams formula is used when the systems is made of loops…

Q: 8.9. List six main influence factors on the strength of soil-cement samples.

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: For sieves with openings smaller than 4.75mm (No. 4), the quantity retained on any sieve at the…

A: given data: For sieves with openings smaller than 4.75 mm (No. 4), the quantity retained on any…

Q: A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of…

A: Given data- Diameter of particles d=0.25 mmG=2.70settling velocity Vs=2.5 cm/swidth of chamber…

Q: 2. The casing shoe has been drilled out and 15ft of new hole made. A leak-off test is to be carried…

A: Solution: 2. There are certain steps that need to be followed to get the accurate leak of test…

Q: Q2) For the composite channel shown in Fig. The bed slope is (0.0003). Calculate: 1. The discharge…

A:

Q: A storm system includes a composite gutter section with a design spread of Tw = 8 ft, a cross-slope…

A:

Q: Draw HGL (Hydraulic Grade Line) and EL (Energy Line) for the given situation. It can be NTS (Not to…

A: Drawing of EGL and HGL####

Q: ne wetted perimeter is 8m. Čalculate the alue of the bed slope of the channel if the ischarge is…

A: To find : Value of bed slope.

Q: W A storm system includes a composite gutter section with a design spread of Tw = 8 ft, a…

A:

Q: If the velocity through rack at max design DWF is 0.58 m/s, and the velocity through rack at peak…

A: Given:- The velocity through the rack at max design dry weather flow (DWF) = 0.58 m/s The velocity…

Q: Select the filter material sizes of sub-drain at a highway embankment for the surrounding soil grain…

A: Given DataD15=0.063 mmD85=2.36 mmdiameter of preforated pipe is 9.5 mm% fineness=0.063+2.36100%…

Q: A steep rectangular channel is to carry flow rate of 1.90 m3/s wirh a slope of 0.01 and roughness…

A: For minimum area Width=2×depthso,A=2yy=2y2P=4yso,

Q: Draw a well labeled diagram of Bubble centering with a three-screw leveling head.

A: Solution: Well labeled diagram of the centering of bubble with the three screw leveling head.

Q: design a pipe culvert to be provided for a highway embankment having the following data: Top width…

A: Given  Q = 6 m3/s To design box culvert Let, D = 0.8 x B Now, A = B x D = 0.8 x B2 P = B + 2D = 2.6B…

Q: In a 6-ft Parshall flume, the gage reading in the approach well is 2 ft. The submergence is 90%, for…

A: W = 6 ft (width of the Parshall flume)H = 2 ft (headwater depth)Correction factor = 14

Q: Analysis of discharge Q is neededin every pipes for this water supply system in town A (Figure 2) by…

A: For Group 7 and Loop V, we have to use Hazen William equation

Q: f relative roughness of cast iron circular pipe is 0.25, water is following at temperature of 29…

A: The given data is: E=0.25 Diameter=2.1 in L=127 m Average velocity=5 m/sec T=29 o

Q: A 300-mm clay sewer is to be placed in a trench 4-m deep. The backfill material is damp clay…

A:

Q: 5). What size of asphalted cast-iron pipe is required to carry water (60°F) at a discharge of 3 cfs…

A: Q=3 cfs L=1000ft

Q: A- When both statements are true; B- When both statements are false; C- When the first statement is…

A:

Q: A street is being designed and requires a gutter design using Metro Nashville Pavement Section A.…

A: NOTE: No figure has been given for part (c). So solving parts (a) and (ab) only. Kindly re-submit…

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

A: The correct choice of an optimal diameter for the pipeline is essential for effective fluid…

Q: its value formine 4-Groundwater level should be measured after 24 to 48 hr. of drilling completion,…

A: Water which we get from inside the earth surface is called groundwater.

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.