Please answer with explanation a) Mud is flowing through 4 ½ inch OD/ 3.64 inch ID, internal flush drill pipe. Thecirculating flow rate is 400gpm and the mud properties as follows :Mud weight = 10 ppgYield point = 10 Ib/100 ft²Plastic viscosity 30 cp1. Calculate the pressure losses per 10,000 ft of drill pipe.2. Calculate the pressure losses per 10,000 ft of drill pipe if use a water as a workingfluids.3. During the calculation case 2 at what velocity flow become turbulent?

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a) Mud is flowing through 4 % inch OD/ 3.64 inch ID, internal flush drill pipe. The circulating flow rate is 400gpm and the mud properties as follows : Mud weight = 10 ppg Yield point = 10 Ib/100 ft2 Plastic viscosity 30 cp 1. Calculate the pressure losses per 10,000 ft of drill pipe. 2. Calculate the pressure losses per 10,000 ft of drill pipe if use a water as a working fluids. 3. During the calculation case 2 at what velocity flow become turbulent?

a) Mud is flowing through 4 % inch OD/ 3.64 inch ID, internal flush drill pipe. The circulating flow rate is 400gpm and the mud properties as follows : Mud weight = 10 ppg Yield point = 10 Ib/100 ft2 Plastic viscosity 30 cp 1. Calculate the pressure losses per 10,000 ft of drill pipe. 2. Calculate the pressure losses per 10,000 ft of drill pipe if use a water as a working fluids. 3. During the calculation case 2 at what velocity flow become turbulent?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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