3) Water at 20C° follow throw piping junction in the figure below. Entering section (1) at(0.0019m /sec). The average velocity at section (2) is (2.5 m/s). Apportion of the flow isdiverted throw the shower head. Which contain (100 holes) of (1mm) diameter. The exitvelocity from the exit shower head is 7.5 m/s assuming uniform shower flow estimate thediameter of section (2)(3)(2)(1)

given:entering flow rate Q1=0.0019m3/svelocity section at section 2 v2=2.5m/svelocity from the…

Water at 20C° follow throw piping junction in the figure below. Entering section (1) c 0.0019m2/sec). The average velocity at section (2) is (2.5 m/s). Apportion of the flow i iverted throw the shower head. Which contain (100 holes) of (1mm) diameter. The ex elocity from the exit shower head is 7.5 m/s assuming uniform shower flow estimate th iameter of section (2)

Water at 20C° follow throw piping junction in the figure below. Entering section (1) c 0.0019m2/sec). The average velocity at section (2) is (2.5 m/s). Apportion of the flow i iverted throw the shower head. Which contain (100 holes) of (1mm) diameter. The ex elocity from the exit shower head is 7.5 m/s assuming uniform shower flow estimate th iameter of section (2)

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

If the entrance loss is 5.4 m in a pipe flow with co- efficient of entrance loss is 0.5, then the entrance velocity is _m/s. O 14.557 O 211.896 O 7.278 O 1.348
Answer is 17.4N horizontally and 17.8N vertically.Please show steps in detail.
The viscous fully developed flow in a pipeline has a parabolic velocity distribution . Determine name of flow and estimate flow Reynolds Number ReLütfen birini seçin: a.Poiseuille Re= 5000 b.Poiseuille Re= 1200 c.Prandtl Re= 1200 d.Couette Re= 5000 e.Couette Re= 1200
Water (density 1000 kg/m?) flows through an inclined pipe of unform diametar. The velocity. pressura and elevation at section A are V, = 3.2 mis, p, =186 kPa and 2, = 245 m respectively, and those at section B ara V = 3.2 /s, py = 260 kPa and 2y = 9.1 m, respectivoly. If accaleration due 1o gravity /s 10 m/s* then the head lost due to friction is ‘m (round off 1o one decimal place).
I need the answer quickly
with a head loss of 7.5-m. Use iterative method to find the pipe diameter requires to keep a flow Q3: Oil, with (p- S950 kg/m'; v 2x10s m2/s), flows through horizontal smooth pipe of 80-m long rate of 0.332 m/s steadily flowing, (Start with initial guess of friction factor f-0.01)
In Fig. the pipe entrance is sharp-edged. If the fl ow rateis 0.004 m3/s, what power, in W, is extracted by the turbine?
Q3/Head loss in a pipe is measured by the Equation, h; = f(L/d).(v/2g) Prove that this Equation can be written in the form, h;= 0.0826 f (L/d³).(Q?/2g) Q4/Three pipes No. (1), (2) and (3) are connected in par %D Ciquro No 12) DsecSure headc at iuınstic point c D and
O.S. A vertical orifice is 10 cm. square and has an actual flow of 28 Ips with Cv=0.95, Cv = 0.62 as shown in the figure. If the liquid is oil (s.g. = 0.85), what is the head, h in meter over the orifice is required? In Problem 1, determine the theoretical velocity of the jet Also in Problem 1, determine the theoretical flow (Ips).
I need the answer as soon as possible