If a sewer line has an outside diameter of 0.5 m and internal diameter of 0.4 m and design to holds a maximum of 60 kg/s of wastewater flowrate from a food manufacturing industry. What will be the pressure inside the steel pipe? Allowable stress of carbon steel pipe is 6900 Pa. O 2.76 kPA 3000 kPa 800 Pa 567 Pa

If a sewer line has an outside diameter of 0.5 m and internal diameter of 0.4 m and design to holds a maximum of 60 kg/s of wastewater flowrate from a food manufacturing industry. What will be the pressure inside the steel pipe? Allowable stress of carbon steel pipe is 6900 Pa. O 2.76 kPA 3000 kPa 800 Pa 567 Pa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 8) A private water utility purchases 10,000,000 kilowatt-hours of electricity per year for pump…

Q: Water is flowing at a rate of 700 gpm through a horizontal 6 inch schedule 80 commercial steel pipe…

A: Given :

Q: 2.34. Water flows in a 100-m long pipe at 3 m/s. If the water temperature is 20°C, determine the…

A: The given values are as follows, Pile length(L)=100mTemprature(t)=20°CTo determineMinimum valve…

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: A city needs to transport 1,800 m3/day of water at 4 C from a reservoir to a holding tank for a…

A: Given: Discharge, Q=1800 m3/day Length, L=8 km=8000 m Slope=1:500

Q: Solve for the water discharges in cach steel pipe as shown in Figure 3. You may assume that the…

Q: Fluid Mechanics Question

Q: Two concrete pipes are connected in series.

Q: The head loss in 80 m of 12 cm diameter pipes is 8 m when oil (s.g. = 0.9) of viscosity of 0.04…

Q: A radial system consists of four layers with the following properties: Layer Inner Radius [m] Outer…

A: To determine the average permeability of a given radial system for flow in series. Given, Layer…

Q: Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity…

A: minimum velocity of 0.6 m/s, n=0.013 minimum cover above the sewer pipe is 1.5m

Q: Oil (SG = 0.89), with a kinematic viscosity of 0.007 ft2/s, flows in a 3-in.-diameter pipe at 0.049…

Q: A pump pumps 0.200 ft /s of brine solution having a density of 1.15 g/cm from an open feed tank…

A: ρ = 1.15 x 1000 = 1150kg/m3 Q = 0.2ft3/s = 0.2 x (0.30483) m3/s = 0.00566 m3/s Ho (total head) = H…

Q: Problem 6: EGL and HGL (II) Part A Why is the energy gradient (i.e., the slope of the EGL=EL) larger…

A: This question is related to the Fluid mechanic from Civil Engineering.In this question ask about the…

Q: A pipe system is comprised of a flush entrance, one gate valve, one 90° elbow, one 45° bend, and a…

Concept explainers

Hydrogen Energy

Energy is a quantity that cannot be defined, its existence can only be felt. In simple language, if a system possesses energy, it can do a specific kind of work. There are many forms of energy sources which people can use to obtain work. Solar energy, tidal energy, hydroelectric energy, geothermal energy, wind energy are some of the renewable energy sources which are primarily used for the production of electricity.

Question

If a sewer line has an outside diameter of 0.5 m and internal diameter of
0.4 m and design to holds a maximum of 60 kg/s of wastewater flowrate
from a food manufacturing industry. What will be the pressure inside the
steel pipe? Allowable stress of carbon steel pipe is 6900 Pa. *
O 2.76 kPA
3000 kPa
800 Pa
567 Pa

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

The existing configuration for a water distribution system is presently considered inefficient. A secondary pipe was laid to accommodate a new development which fell through. You are asked to evaluate the possibility to replace the entirety of the pipes from figure 3 between points A and C by only 1 equivalent pipe. The capacity and head loss must be the same for this new pipe. Experimental gages installed within the pipes let you know that the head loss in pipe #3 is 3m. You can neglect singular head loss. A Figure 3 f₁ = 0.02 D₁ = 0.15 m 4₁ = 600 m 1 B f₂ = 0.018 D₂ = 0.10 m L₂ = 600 m f3 = 0.02 D3 = 0.15 m L3 = 400 m 3 2 C
For laminar flow through 75 mm diameter pipe the maximum shear stress is 50N/m2 at a discharge of 7.5 lps of oil if mass density 900 kg/m2. Find the viscosity of oil and check the Reynolds number.
A smooth concrete pipe with a 1.5 ft diameter carries carbon tetrachloride at 20 C from a tank to a facility 1 mile away, where it discharges into the air. The pipe begins in the tank 3 feet below the surface and descends on a 1:100 (vertical: horizontal) slope. Determine the flow rate, assuming minor losses are negligible.
The discharge through a concrete pipe of 1 ft diameter and 3000 ft length is 1.0 cfs. What is the head loss (hf) if the water temperature is 60°F? Apply the Darcy- Weisbach equation
A concrete sewer pipe 3ft in diameter is laid so it has a drop in elevation of 1.0 ft per 1000ft of length. If sewage ( assume the properties are the same as those of water) flows at a depth of 1.5ft in the pipe, what will be the discharge?
Water at 60 degrees Fahrenheit have a density of 62.36 Ib/ft.^3 and dynamic viscosity of 7.536 x 10^-4 Ib/ft-s) is flowing steadily in a 2-inch diameter horizontal pipe made of stainless steel at a rate of 0.2 ft^3/s. Use f = 0.0200. Determine %3D the head loss in terms of inches over a 200-feet long section of the pipe. A) 327.60 В 27.30 C 376.05 D None of the above
A sleeve 10 cm long encases a vertical metal -Oil rod of 3.0 cm in diameter with radial clearance of 0.02 mm. If when immersed in oil of viscosity 6.0 poise, the effective weight of the sleeve is 7.5 N. Will the sleeve slide down the rod and if so at what velocity? (Refer given figure) cm Clearance 0.02 mm pod 10 сm
2.10. Water leaves a treatment plant in a 500-mm diameter ductile-iron pipeline at a pressure of 600 kPa and at a flow rate of 0.50 m³/s. If the elevation of the pipeline at the treatment plant is 120 m, estimate the pressure in the pipeline 1 km downstream where the elevation is 100 m. Assess whether the pressure in the pipeline would be sufficient to serve the top floor of a 10-story building (approximately 30 m high).
While planning a future expansion, a water distribution pipe will be replaced as shown in Figure 2. The current plan is for the new configuration to have the same head-loss between points A and B once the new pipes are laid. Considering that the physical characteristics of these new pipes will be identical to the previously laid pipe (L, D, CHW), (A) what will the new operational flow be? After years of wear and tear while operating above the required flow, the pipes have prematurely degraded. The Hazen-Williams coefficients have dropped to: CHW₁= 130, CHW2= 135, CHW3= 125. You must now (B) quantify the head-loss between points A and B for an operational flow of 200 l/s. A -▬▬▬▬▬▬▬▬▬▬▬▬▬▬ LA-B = 150 m D = 0.15 m Qoperational =50 1/s CHW= 150 B ▬▬▬▬▬ A ▬▬▬▬▬▬ Pipe 1 Pipe 2 Pipe 3 Figure 2 Initial (left) and future (right) pipe configuration B