Determine the total headloss in the system. C=120 and flowrate is 0.20m3/sCHOICES: a.16.40, b.1.46,c.6.41, d.14.06 Determine the total headloss in the system. C=120 and flowrate is 0.20m3/s1000 m800 m450mm diam.350mm diam.

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Answered: Determine the total headloss in the…

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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o T ☺ ť Water flows in the canal of trapezoidal cross section shown in Fig. . The average velocity in the canal is 10.2 ft/sec. Determine the F, and R, for this flow. y 5 t 40 -12 ft مرّ للأعلى لاستعراض الفلاتر إضافة شرح. .. mum <
in fig. Mass flow rate for section one = Mass flow rate for section two, and the center line level of the section one = the center line . level of section two Element of weight w at station 1 Flow in Element of weight w at station 2 Flow out True O False O Control volume (CV) -Reference elevation
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Q1/ An irrigation track with a length of 300 m. It takes 40 minutes for the water to reach the first 100 meters and 30 minutes to reach the second 100 meters. Find the time for the water to reach the end of the path.
(d) Taking the rating of the current meter as V = 0.05 +0.8N, where V is in m/s and N in rev/sec, compute the streamflow corresponding to the following observation Distance Depth in m Current Revolutions Time in Sec from meter Bank in m in m 0.6 1.0 15 50 1.2 4.0 48 53 30 55 2.0 5.5 60 54 40 46 3.0 6.5 67 52 45 48 3.8 4.5 51 50 33 54 4.5 2.5 44 55 26 48 5.0 1.0 20 47 5.6 0 Left Depth 0.6 0.8 3.2 1.1 4.4 1.3 5.2 0.9 3.6 0.5 2.0 0.6
If the discharge of pipe 4 is 1.4 m³/s, find the amount of water the pump can supply and the pressure head on the pump. Draw the energy grade line and indicate its elevation. El.25m El.13m L3=1230m D3=400mm C =130 Q3 L4=2500m D₁=420mm C =120 E1.0 www L₂=1900m D₂=510mm C =130 L₁=2500m D₁ =610mm C =130 Q4 B El.7m
TH Yn1. S01 ‡Y cr Soz Tyn2 S03 Yn3 The reaches, 1, 2, and 3, are long enough to have established flow as depicted in figure above. you are asked to complete the water surface profile and justify it by making use of specific energy curve(s).
4/4 Example 5.7 The fixed surface on a horizontal plane shown in the figure divides the water jet so that the flow rate is 0.1 m³/s on each side. If the initial jet velocity is UA-12m/s, find the components of the force required to keep the surface in equilibrium. Assume steady and incompressible flow. (AA-A。, AB Ao/2, Ac-Ao/2, 01-45° and 02-30°) ட. (B) UA (A) |02 (C)
subject: hydraulics engineering
Question- The head over a V-notch at the end of a channel is 75cm. If an error of 0.15cm is possible in the measurement of the head then percentage error in computing discharge is
A. 283.41mB. 205.12mC. 173.78mD. 195.62mPROVIDE COMPLETE SOLUTION FOR ME TO FOLLOW!
10:36 .l ? 4 H.we Find ZD, and diraction of flow foo.c006 20 m d:0. ollm 1.5m loml 15m lom A

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Determine the total headloss in the system. C=120 and flowrate is 0.20m3/s CHOICES: a.16.40, b.1.46, c.6.41, d.14.06