Heavy fuel oil flows from A to B through 3000 ft of horizontal 6-in steel pipe. The pressure at A is 155 psi and at B is 5.0 psi. The kinematic viscosity is 0.00444 ft2/s and the specific gravity is 0.918. (a) What is the head loss (ft) between A and B? (b) Assuming laminar flow, what is the velocity (ft/s) of oil from A to B? (c) What is the flow rate (ft3/s) assuming laminar flow? (d) Is the flow really laminar? Prove by solving the Reynolds Number.

Heavy fuel oil flows from A to B through 3000 ft of horizontal 6-in steel pipe. The pressure at A is 155 psi and at B is 5.0 psi. The kinematic viscosity is 0.00444 ft2/s and the specific gravity is 0.918. (a) What is the head loss (ft) between A and B? (b) Assuming laminar flow, what is the velocity (ft/s) of oil from A to B? (c) What is the flow rate (ft3/s) assuming laminar flow? (d) Is the flow really laminar? Prove by solving the Reynolds Number.

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

Oil (relative density or specific gravity of 0.8) flows through a pipe. the diameter is 50 cm. The length is 20 m, z1 is 1m and z2 is 2m. the speed is 4 m/second. the difference in heights in caliber is 1 cm. the caliber contains mercury and its density is 13600 kg/m3. Find the friction factor and determine whether the flow is laminar or turbulent. la viscocity of the oil is 0,319 Mt seg/m2
Water backs up behind a concrete dam as shown in figure Leakage under the foundation gives a pressure distribution under the darri as indicate If the water depth, h, is too great, the dam will sopple over about its toe (Point A) For the dimensions given, determine the factor of safety agarest overtuming moment if L-120 fh and h - 50 n. Base your analysis on a unit length of the dam The specific weight of the concrete is 150 ib/tt3 Water
Please fast only final answer needed
paint issues from the tank in fig 9-13 at A=45 ft3/h. Find the kinematic viscosity. is the flow lam inar
PROBLEM 2 The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the reducing bend at section A with a velocity of 3.2 m/s and a pressure of 150 kPa. Neglecting head loss, determine (a) The velocity at section B, V (m/s) (b) The pressure at section B, ps (kPa) (с) Fмх (N) (d) FMY (N) (е) Fpx (N) (f) Fpy (N) (g) The x-component of the reaction by the bend, FRx (N) and (h) The y-component of the reaction by the bend FRY (N). de = 100 mm B- da = 150 mm 30°
Please need answer
A liquid has a density of 700 kg/m3 and a kinematic viscosity of 4.27 x 10-7 m2/s. Determine the lowest pipe diameter necessary to convey this liquid at 220 L/s over a distance of 1.8 kilometers. Consider the piping's surface roughness to be 0.033 mm, and the head loss due to pipe friction should not exceed 12 meters.
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.
3. Construct the influence line for the shear at point C of the beam: 4 m 10 m
PLEASE USE EQUATIONS ATTACHED 9.95. The mean velocity of water in a 150 mm horizontal pipe is 0.9 m/s. Calculate the loss of head through an abrupt con- traction to 50 mm diameter. If the pressure in the 150 mm pipe is 345 kPa, what is the pressure in the 50 mm pipe, neglecting pipe friction? K₁ from Table 2 for abrrupt contraction find Using work- energy equation Az A₂/A₁ C K₂ 21102392 A1 2.A? 81000.0 1J0321 to 19 1200 to find the pressure. 14 or. Mive stolwlog si/s919 mE.0 P but mop, +V² F 2 P₂ + Cup 2.10 erived one wolf 829) NINY 2.0 = 9 . TABLE 2 Contraction, C., and Loss, Kr, Coefficients for Abrupt Contractions 0 0.617 0.50 0.1 0.624 0.46 0.2 0.632 0.41 0.3 0.643 0.36 0.4 0.659 0.30 V₂² + Z₂ +h₁0/₂ 2 milyot has 9919 0.5 0.681 0.24 0.6 0.712 0.18 0.7 0.755 0.12 0.8 0.813 0.06 0.9 0.892 0.02 1.0 1.00 0
Fluid Mechanics As shown in figure below, determine the pressure at point A
kindly answer letters e, f, g, and h only