For the Pipe shown Q=4250 gallons per minute (gpm), P1=132 kPa and P2 = 211 kPa. If the pipe carries a %3D special fluid of SG=1.2, What is the direction of the flow? 1 550mmo 7.88m 2 2.95m Datum O point 1 to 2 O No flow point 2 to 1

Q: local losses at points A, B, C, and D for pipes in series shown in Figure 1. Assun fully turbulent…

A: According to given data .

Q: A Pipe 1 2 3 L(m) D₁-8 cm 120 180 60 D. 6 cm Three pipes are in parallel with the total loss of 19.7…

A:

Q: Example for Homework (Team Work) Draw HGL and EGL for the pipe shown in fig. Then Calculate the rate…

A: HGL and EGL

Q: Problem #1 (Pipes Iterative Analysis): Water at 70°F flows through 100 feet of pipe 10 inches in…

A: Given, T=70°F Length of the pipe L= 100 feet D= 8 inches =0.67 m ε=0.00085 ft Head loss in pipe…

Q: Transient Orifice Flow: Instructions Properly label the iterations. Take note of the tolerance value…

A: The flow of a fluid of a fluid is transient or unsteady if its flow  parameters [i.e. velocity and…

Q: Table 1 shows the data for the network of pipes connecting four reservoirs to a common junction, J.…

A:

Q: A mechanically cleaned fine bar rack screen in a wastewater treatment plant has been designed to…

A:

Q: determine the flow regimes in the suction and delivery pipes.

A: Given, Q = 40 L/s or 0.04 m3/s Dsuction = 200 mm Ddelivery = 150 mm

Q: Answer with True (T) or False (F). 1- Manometer and Piezometer used for determine large discharge at…

A: As per guidelines we need to answer only first 3 subparts of question so please repost rest…

Q: For the system of pipes shown in the figure below, the direction of flow is from 1 to 2. Which of…

A:

Q: A horizontal pipe has a sudden contraction from DN100 to DN80 Schedule 40 steel pipes. The water…

A:

Q: 5.Pipes 1,2,3 are connected in parallel to connect the two reservoirs. The discharge in th main pipe…

A:

Q: In the pipeline shown below, the following data are given: Coefficient of friction, f for all pipes:…

A: We knowhL=8fLQ2gD5π2we knowQ1=Q4=0.01m3s-1Q1=Q2+Q3hf=hf1+hf2+hf4hf2=hf3

Q: 1. Please show your understanding of 4R in equation (4.6) by assuming it is a full pipe flow with a…

A: Friction head loss in pipe is given by hf = fLV22gD or, hf/L = fV22gD or, hf/L = fDxV22g  here, hf =…

Q: Assignment 4. Date =18/05/2022 Q7 For the branching system as shown in figure. Calculate the…

A:

Q: 5. It is known that the wastewater discharge from a block is 0.03 m3/s. Calculate the diameter and…

A:

Q: what is the velocityof flow in the 4"-diameter pipe in ft/s.

A: given-a pipe diverging pipe with diameter 3" at one end and 4" at other end. required- to find the…

Q: Compute the discharge rate (cfs) of a uniform flow in a 6 ft diameter brick pipe. The pipe is…

A: Diameter of pipe = d = 6ft. Depth of flow = y = 4ft. Slope = S = 20% Manning's coefficient for…

Q: Water flows through a pipe AB 48" in diameter at 10 fps and then passes through a pipe BC which is…

A:

Q: Avoid truncation in the middle of solution. Thank you Water flow through a 3 in diameter pipe at a…

A: Given data in question  Diameter  Velocity  To find out  Discharge

Q: Water flows at a rate of 17.0 e/s along a 100 mm diameter pipe AB, which branches at B into three…

A: GIVEN:Discharge =17.0 litre/sec                                           Dia of AB=100mm…

Q: A pipeline carrying oil of specific gravity 0.87 changes in diameter from 200mm diameter at a…

A: To Determine The loss of head and the direction of flow.

Q: Compute the value of discharge through pipe having cross sectional area of pipe is 4 m2 and flow…

A:

Q: For the setup shown, 1-What is the direction of flow? 2- Calculate the rate of flow in cm'/hr.…

A:

Q: Estimate the head loss using Darcy-Wesbach equation for a 4-inch (101.6-mm) diameter pipe with a…

A: Given,  Pipe diameter (D) = 101.6 mm  Flow rate (Q) = 0.042 m3/s Pipe length, L = 91.44 m…

Q: Avoid truncation in the middle of solution. Thank you. Assume that a conduit has a diameter 12…

A: Q=VA

Q: The channel is made of unfinished concrete. (Figure 1) Figure -5 ft- 1 of 1 > Part A Determine the…

A: Volumetric flow, Bottom width of channel, SlopeTo find: The critical depth of the channel.

Q: determine the division of flow and the head loss from A to B

A:

Q: 4. the flow rate in pipe with diamite 15mm and the flow is turbulent .the inematic…

A: As per guidelines we need to answer only first question so please repost rest questions separately

Q: als: A. 0.85 B. 0.90 C. 0.96 D. 0.75

A: Given data - Diameter (d) = 255 mm = 0.255 m Discharge (Q) = 5500 m³/day Bed slope (s) = 0.015…

Q: As= 3 m2 %3D 2 m S= 1 2 m S 2 2 m S = 4 C = 0.92 A.= 0.01 m2 %3D

A: Given  Area of orifice =3m2  Depth = 0.8 m  Area at contraction = 0.01 m 2  C= 0.92

Q: If the duct flow area is 0.5m² and the volumetric flow rate is 2 iters/second what is the average…

A: Given data :

Q: Glycerine (SG = 1.26) flows through a pipe AB 48" in diameter at 10 fps and then passes through a…

A:

Q: Q3. Compute volumetric flow rates in each pipe for the given data: Pipe Li (m) Di (cm) Ei (mm) 800 8…

A: Given Data

Q: When 57 L/s of fluid (SG=1.27, viscosity=0.012 Pa.s) flow in 150 m of 150 mm pipe, the head loss is…

A: Given :

Q: 7) In the system below, if all pipes are horizontal and have a friction factor of 0.012 and the flow…

A: Please respost the second question separately

Q: PROBLEM 1 The total discharge in the system below is 15.5 cfs and the head loss from B to Cis 24 ft.…

A:

Q: PROBLEM 1 The total discharge in the system below is 15.5 cfs and the head loss from B to C is 24…

A:

Q: Need a complete answer with illustration Two pipes with C1 = 120, connected in series, discharge…

A: Given data  C1 = 120  D1 = 18 inches  L1 = L2 = 1000 ft  Q = 4.75 cfs  Head losses (hf) = 27 ft  D2…

Q: 1. Calculate the discharge through a 90 mm © sharped edge orifice. Assume Cd = 0.65.

A: Given data- Sharp Edge Orifice- Diameter of orifice (D) = 90 mm =0.090 m Coefficient of discharge…

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.