Solid Waste Engineering
3rd Edition
ISBN: 9781305635203
Author: Worrell, William A.
Publisher: Cengage Learning,
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Chapter 8, Problem 8.10P
To determine
The pressure drop in the pipe.
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- A system is being designed to carry 500 gal/min of ethylene glycol at 77°F at a maximum velocity of 10.0 ft/s. Specify the smallest standard Schedule 40 steel pipe to meet this condition. Then, for the selected pipe, compute the Reynolds number for the flow.arrow_forwardA 250 waste water pipe is installed on a slope of 0.010 mm/mm and has a roughness n = 0.013. Determine the velocity at a partial flow of 30 L/s. What would be the depth of flow?arrow_forward1. Determine the flow rate at pipe 1 2. Determine the flow rate at pipe 2 3. Determine the flow rate at pipe 3arrow_forward
- Wastewater pipe with 70 m length, 4% slope, n= 0.014, d/D is 0.65 and 10" diameter, estimate the followings Vp/VfD Qp/Qf= m/sec Vfull= m/sec Qfull= Liter/sec V%3D m/sec Qp= Liter/secarrow_forward4- Explain the reason to consider the coning as a production problem, 5- When calculate the critical flow to avoid coning. Explain the reason to correct the resulted flow rate.arrow_forwardDetermine the transition length in a 3.5-inch SCH 40 pipe, if the flow has a Reynolds # of the flow of 2400arrow_forward
- DIFFERENT QUESTION FOR REVISON-EXAMINATION Additional Questions: (1) A fluid of constant density flows at the rate of 15 Liters/ sec along a pipe AB of 100 mm diameter. This pipe branches at B into two pipes, BC and BD each of 25mm diameter and a third pipe BE of 50mm diameter. The flow rates are such that the flow through BC is three times the flow rate through BE and the velocity through BD is 4 m/s. Find the flow rates in the three branches BC, BD and BE and the velocities in pipes AB, BC and BE. Water is flowing through a pipe with a velocity of 7.2 m/s. Express this velocity as velocity head in meters of water. What is the corresponding pressure in kN/m2. (2) A pipe of 150mm bore is delivering water at a rate of 7500dm3/min at a pressure of 820 kN/m2.It connects by a gradually expanding pipe to a main of 300 mm bore which runs 3 m above it. The main is designed to withstand a maximum pressure of 814 kN/m2. Neglecting loses due to friction determine if the main will fail or…arrow_forwardExplain the relationship between head loss and discharge in parallel and series pipes systems. Need ASAP. thank you.arrow_forwardA transmission main needs to be sized from a new well field to the water distribution system. Average flow rate is 65 L/s. What is the manufactured pipe size in inch for minimum velocity to avoid deposition of solids?arrow_forward
- Wastewater pipe with 70 m length, 4% slope, n= 0.014, d/D is 0.65 and 10" diameter, estimate the followings Vp/Vf= Qp/Qf= m/sec Vfull= m/sec Qfull= Liter/sec Vp= m/sec Qp= Liter/secarrow_forwardThe discharge in a channel is proportional to AR2/3 if the flow is uniform. For a circular conduit having an inside diameter D, prove that the discharge is maximum when the flow depth is 0.94Darrow_forwardd) discuss the differences between a full pipe flow and a partially full pipe flow.arrow_forward
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Solid Waste EngineeringCivil EngineeringISBN:9781305635203Author:Worrell, William A.Publisher:Cengage Learning,
Solid Waste Engineering
Civil Engineering
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Cengage Learning,