Question C and D only Oil (p = 888 kg/m³, µ = 0.8 kg/m.s) is to be transported in a smooth pipe having diameter D = 5 cm andlength L = 40 m.If the pressure at inlet was P₁ = 745 kN/m², and at exit was P₂ = 97 kN/m², calculate the flow rateQ if:i.The pipe was horizontalii.The pipe was inclined upwards by 15°iii. The pipe was inclined downwards by 15°You may assume that the flow in all three cases was laminar. Confirm, by calculating theresulting Reynolds number, that this assumption is valid for each of the three cases.b If the flow rate in the horizontal pipe is increased such that Reynolds number Re = 105, calculatethe pressure drop that would occur between the pipe's inlet and outlet. Evaluate f from theBlasius equation.C If after many years of operation at Re = 105, the pipe's inner surface becomes rough with anaverage roughness height = = 0.2 mm, calculate the resulting pressure drop between the inletand outlet. Evaluate f from either the Colebrook-White equation or from its approximate,explicit, alternative.d Calculate the pump head that would be required if the same pipe is to be used under the sameconditions as in item (3) above in order to convey oil from an open reservoir to another openreservoir where the free-surface level is 10 m higher. In this application, a number of items arepresent that cause minor losses to occur. The K values for these items are: 1.0, 0.6, 0.8, 1.2, 2.5.

Given, Re = 105 Roughness height, ε = 0.2 mm NOTE : From recommended matches, Velocity when…

C If after many years of operation at Re = 105, the pipe's inner surface becomes rough with an average roughness height = = 0.2 mm, calculate the resulting pressure drop between the inlet and outlet. Evaluate f from either the Colebrook-White equation or from its approximate, explicit, alternative. d Calculate the pump head that would be required if the same pipe is to be used under the same conditions as in item (3) above in order to convey oil from an open reservoir to another open reservoir where the free-surface level is 10 m higher. In this application, a number of items are present that cause minor losses to occur. The K values for these items are: 1.0, 0.6, 0.8, 1.2, 2.5.

C If after many years of operation at Re = 105, the pipe's inner surface becomes rough with an average roughness height = = 0.2 mm, calculate the resulting pressure drop between the inlet and outlet. Evaluate f from either the Colebrook-White equation or from its approximate, explicit, alternative. d Calculate the pump head that would be required if the same pipe is to be used under the same conditions as in item (3) above in order to convey oil from an open reservoir to another open reservoir where the free-surface level is 10 m higher. In this application, a number of items are present that cause minor losses to occur. The K values for these items are: 1.0, 0.6, 0.8, 1.2, 2.5.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

what about this part two ??? and the height is 2.5 not 2 , very bad service
Given the 10m-grid elevations, find the volume, Simpson 3/8 (3d Degree). 096 0.94 0.93 0.93 -0.95 0.96 0.95 094. -0.79 -0.29 -0.98 0.98- -0.96 0.95 0.93- -0.16 0.32 -1.01 -0.99 -0.97 1.00 -0.44 0.54 -1.03- 1.00 0.98 1.04 -1.02 0.97 -0.98 -1.01 1.01 -0.99
50
What is electrical trench?
Q5: What is the definition of a green building? Q6: Mention some of the important components of a green building.
Given below is the technical description of lot 2081, Cebu Cadastre. LINES 1-2 2-3 3-4 4-1 BEARINGS $32'17' W N 36 25 W N 15'47 W N 73'07 E Find the Area of the lot using a. DMD Method b. DPD Method DISTANCES 22.04 m. 10.00 m. 5.00 m. 19.95 m.
I am need the drawing /sketch too thank you
A I 21 C
What is the elevation at point A, C, and E?
A Contract for an office building includes the provision of a storage tank. Drawing No Q₁ shows the plan and Section of the proposed storage Tank. Take off quantities for the following work Topsoil excauation b) Basement excavcition Filling to basement excauation and replacement of topsoil around the structure Specifications 1 lapsoil to be excavated over the area of the structure for a width of 4m all around same and deposited 15m away for re use 2 Top soil to be excavated to a depth of 150mm 3 Excavate for basement including filling around the structure 4 and remove surplus soil from site Filling is to be of selected excavated material 5) Filling around the structure with topsoil 150mm depth NB use CES MM4
Hand written and clean writing please
4. Design for the maximum number of surface parking spaces on a property which measures 198 feet x 330 feet. Show two driveway entrances/exits.onto the adjacent streets. Clearly state any assumed design factors you make.