Problem 6- 73Calculate the discharge through the submerged orifice shown in the figure.Ans: 109 lit/sec50 PaOf15 kPaAirAr2m140 mmC 0.75WaterWater

To find discharge through orifice

Answered: Problem 6 - 73 Calculate the discharge…

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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CHOICES: A.150 B.200 C.250 D.100
- Dekrmine the total head loss hf. from Å to o in the systen shomwn in the figure iF the discharge is 1. G0 mls. Assume f=0:02 for all pipes 450 mm o, GO0 m 9oomm ở , 90 m 구5Dmmd,40m D GUD mm,720m
Four pipes are connected in parallel. Their characteristics are as follows: Detemane the dischatge through each pipe if the total discharge is50cls. Assume that the pipe flow is fully rough in each case. only HANDWRITTEN answer needed ( NOT TYPED)
No. Date. Determination of Discharge Using a Venturi Meter Formula: G o Vol 29 Ge trial #1 Hi He trial #2 H 290mm trial H3 Hi = 240 mm 190m %3D 50 mm He 40mm し= 26.15 S 32.31s 34.335 complete the table below ( provide soluhion please) valume! Actual Theore tical Discharge t Drischaget C #t Fime Trial + (mm) + (mm) 2 3 CS Scanned with CamScanner
... 300 mmg 100 mmø H20, 500mm EHgC(13-6) A 100mm diameter venturi meter is installed in a 300mm diameter horizontal main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 500mm, determine the discharge in the system assuming no head loss. (A) No Answer among the choices (B) 94.12 L/s 82.44 L/s 77.36 L/s (E) 87.86 L/s
M MEQ2.jpg 200mmø 690mm 300 mm 400 mmø Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm. Hide answer choices a A) 307.36 L/s B) 279.84 L/s No Answer among the choices D) 224.67 L/s 256.29 L/s O O O O C
ASAP
Fluid 1
Q2- Water ( p= 990 kg/m' & µ= 0.001 pa.s) is pumping from a water tank to water injection well with carbon steel pipe at the same level, where the pipe diameter is 12 inch, pipe length is 4700 m, pipe roughness is 0.0000045 m, and water flow rate is 0.0065 m/sec. 1- Calculate discharge frictional head loss. 2- Calculate pump liquid power, if pump section head value is 3.8 m.
Find out the approximate flow in the pipes in the network shown Fig. Q. 4(c). 5 lps+ 20 Ips+ 40m-200mm dia 60m-150mm dia in 40m-150mm dia an noters1201 50 lps 30m-150mm dia 60m-150mm dia 30m-100mm dia 10 lps 10 lps 60m-150mm dia 5 lps
Water is flowing at the rate of 300 lit/sec from A to E as shown in the figure. Compute the flow in each pipe in lit/sec and the total head loss. Assume f= 0.025 for all pipes. 1500m-300mm A. 300m-450mim coom-250mm s0tm-300mer. 400m-450mm G00mm-200am
20:22 CE272-8-conserv... ■■ Turk Telekom Х 3/4 5 %71 Example 5.2 A circular pipe of radius R has a perforated section of length L. The velocity distribution of flow at section (1) is given by u Umax r The discharge per unit length of the perforated section is qr. Determine: a) the average velocity Vax at section (2) b) the difference between the mass flux rate of sections (1) and (2). <] Umax Rr u(r) R

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Problem 6 - 73 Calculate the discharge through the submerged orifice shown in the figure. Ans: 109 lit/sec 50 P 15 P Air Ar 2m 140 mm C-0.75 Water Water