A is 2000 m gas flow line (6-in) and B is 2500 m liquid flow line (4-in) should be connected both with C is 2000 m pipeline (8-in) as shown below. If pipes roughness-0.046 mm, C-pipeline outlet pressure= 2000 kPa, liquid flow rate 9 x10 m'/s, Gas Oil Ratio-80, p= 863.2 kg/m', P0.922 kg/m', gas flowing temperatureD 300 K, base temperature 288.5 K, base pressure 101.325 kPa, Z-0.9, gas gravity is 0.6, gas viscosity-2.48 x10' cp and liquid viscosity =12.43 cp, calculate the inlet pressure for both liquid and gas flow lines? A

A is 2000 m gas flow line (6-in) and B is 2500 m liquid flow line (4-in) should be connected both with C is 2000 m pipeline (8-in) as shown below. If pipes roughness-0.046 mm, C-pipeline outlet pressure= 2000 kPa, liquid flow rate 9 x10 m'/s, Gas Oil Ratio-80, p= 863.2 kg/m', P0.922 kg/m', gas flowing temperatureD 300 K, base temperature 288.5 K, base pressure 101.325 kPa, Z-0.9, gas gravity is 0.6, gas viscosity-2.48 x10' cp and liquid viscosity =12.43 cp, calculate the inlet pressure for both liquid and gas flow lines? A

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

In the design of a 500m long water pipeline it is proposed to keep head loss, hf, less than 6m for a flow of 0.50 m's1. The pipeline must also be able to withstand water hammer pressures under rapid valve closure condition at the discharge end. Two types of pipes- PVC and steel - each 50 cm in diameter are available. Which pipe will you recommend? 1. The Darcy friction coefficient, 2, can be estimated from Figure 1. The value of the roughness height for steel pipe is 0.00015m, while the PVC pipe can be considered hydraulically smooth. The thickness of each pipe is 1 cm and the Modulus of Elasticity, E, for steel is 200x10° Nm2 and for PVC is 1.7×10®N%?. The Bulk Modulus of Elasticity, K, for water is 2x10°Nm2. The working pressures for the steel and PVC pipes are 2 MPa and 1 MPa respectively. 0,1 0,09|Laminar flow f IN aica Transition 0,08 Laminar Critica! flow Complete turbulence, rough pipes Zone 20ne 0,05 0.07 0,04 0,06 0,03 0,05 0,02 0,015 Lio 0,04 0,01 0.008 Re, 0,006 0,03 0,004…
Q5: For the system shown in figure. Find the total head loss from (A) to (B). the pipe characteristics are as follows: (Take the flow rate equals 0.6m³/sec) and (u = 10-6 m²/sec). %3D Pipe 1 L(m) 900 D(mm) 600 e or for CH.w. e 0.25mm 300 f 0.03 f = 0.02 CHW. 130 2 1500 3 1000 400 4 1500 750 Flow A
2) For the same system of question 1, let Az = 80 m and L pipe diameter for which the flow rate will be 7 m³/h? = 185 m of cast-iron pipe. What is the
sg(water@25degree)=9.78kN/m^3 k=0.42
4. Find the head loss in a pipeline consisting of 200 ft of 4-in steel pipe, a 90° bend on 24-in radius (K = 0.15), 4-in gate valve (fully open) (K = 0.20), 100 ft of 4-in steel pipe, expansion to 6 in with a 20° taper (K = 0.4), 300 ft of 6-in steel pipe, abrupt contraction to 3-in diameter (K = 0.35), and 50 ft of 3-in steel pipe. The discharge rate is 1.5 cfs.
5
The water is delivered with piping system given in the figure below. The levation difference between entering section and tank is 143,55 m. Estimate the gage pressure [MPa] at point 1. (Note: For water at 20°C, take p=998 kg/m and u=0.001 kg/ms. ) 5 cm diameter cast-iron pipe Length of the system is 1.2 km All fittings are flanged. The vohume flow rate is 300 L min 45 treaded elbow Yanit
For the duct system, plot required fan head Hrequired (mm of water column) as a function of volume flow rate V. (Lpm). On the same plot, compare available fan head Havailable versus V. , and mark the operating point. Discuss.
PROBLEM: VA-34 FROM THE BOOK: ENGINEERING THERMOFLUIDS, M. MASSOUD.
A pitot-static probe is used to determine the flow velocity by measuring the differential pressure as shown in Figure 7. The pressure difference sensor used in the system is electronic types and the output of the device is measured in voltage. The output of the pressure device is 3.5 V and the linear relationship between the device and the pressure difference is 10 kPa/v. i. Derive pitot formula to obtain flow velocity from Bernoulli equation, ii. Calculate the pressure difference inside the system, iii. Determine the velocity inside the system if the the fluid is water, and iv. Explain the cause that / ontirbute to inaccurary in the velocity reading. Fluid Flow, V Stagnation Static pressure pressure Pi-P2 Figure 7: Pitot static probe
A two branch duct system of circular duct is shown below. The fittings have the following equivalent lengthof straight duct upstream to branch 4m elbow 2m. There is negligible pressure loss in the straight throughsection of the branch. The designer slects 3m/s as the air velocity in all branch sections.What diameter in ft should be selected in the 5 m branch section? A. 2.136 B. 0.340 C. 0.651 D. 1.050
Two-phase pipeline with 0.2 m diameter and 3000 m length. The inlet pressure = 2300 kPa, liquid flow rate = 0.01 m³/s, volumetric Gas Oil Ratio = 44, pr-680 kg/m³, pg-0.93 kg/m³, gas viscosity-0.015x10-³ Pa.s, and liquid viscosity = 9.4x103 Pa.s. If new gas pipeline with flow rate (0.09 m³/s) connects to the middle of the existing pipeline, calculate the pressure at the outlet of existing pipeline?