Tor flows nate 28 Lis Find pump Power Eし、60M L00 mm ち0 mm El. 30MH

Q: For flow nate 28 Lis Find EL. 60M puup Power Y00mm. 4ち0 mm El. 30MH

A: Given information  Discharge  Elevation or head at point 1 and 2 To find pump power

Q: 2) For the Figure shown Piid the following (= 4000 Psi fy = 6000o psi) %3D a) Find Pu O 1200.1kips ®…

A: Given data: fc'=4 ksify=60 ksi Dia of main bar =#9 Number of main bars=10 dia of spiral =#4 pitch=2"…

Q: keralene at 4°c fous tuough the with diamerer &o 3 Wm. Expected Hoo Yale Suould not Seceed 120csSA A…

A: Kerosene flows in the pipe of prescribed diameter at a particular temperature. The kerosene flows…

Q: 5 The beam shown in Fig. P.20.5(a) is crossed by the train of four loads shown in Fig. P.20.5(b).…

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Q: 7 m F = 600 kN W = 2400 kN P = 1000 kN m 6 m 60° WA WB

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Q: Hydrology 4th year civil engineering class • Flood Routing • HW// • Q4/ Determine the hydrograph at…

A: Muskingum method K = 8 hr x = 0.15 Take ∆t =  6 hrs

Q: (a) one pump, (b) two identical pumps connected in series, and (c) two identical pumps connected in…

A: a.) The condition for operating point of one pump is given as hp,pump=hp,sys Substitute the value in…

Q: A frain moving with constant acceteahion travels 24H during the 10 rec o t cc iHt motion and 18ft…

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Q: A cylindrical tank 400 mm in diameter, discharges water through a 30 mm orifice under a constant…

A: given:Diameter of orifice, d=30 mm or 0.03 mhead above orifice, h=5 mg=9.8 m/s2Q2: Diameter of pipe,…

Q: A catch basin with an area composed of an equilateral triangle XYZ and a square section on the side…

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Q: Dead end system B-Grid iron system C-Loop system -nsumpnti -- nitu ie 22000 m³/dav, the pcan Hvusty…

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Q: Only  answer if pump will meet demands, show work justifying answer and the pump size that is…

A: The given data is shown below: Length of pipe=100 mDiameter of pipe=50 mmDischarge=370 l/min

Q: Find all reactions кок 17 B 50K ↓ £20¹2 2011 40 110/ 10¹ 30¹ F с 40⁰ 30⁰ 80k ↓ D #

A: The question is of multiple question type, as per policy we can solve only the first question, for…

Q: The average annual porecepuetión of Apam, a vultage comminuty în the central Regisn of ahana r loto…

A: Given,PrecipitationP=1070 mm/ yrArea of sub catchmentA= 24 km2EvaporationE=550 mm/yrInfiltration…

Q: 18. Water flows through a horizontal Venturi meter having an inlet diameter of 30 cm and throat of…

A: 18. Water flows through a horizontal Venturi meter with an inlet diameter of 30 cm and throat…

Q: -12/Compute the flow rate of irrigation water Q to

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Q: ame 2.20 Stuation VII: Water flows from a reservoir A with water surface elevation 150 m above sea…

A: As per our guidelines it is required to answer only first one. So please repost other as separate…

Q: 5 KN 3m lom calculate SuPPost deactions SUPPOSE moments and lo cation of Pant of contaafiexuse

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Q: Head Loss (m) 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0

A: The loss coefficient for a gate valve, also known as the "flow coefficient" or "resistance…

Q: Q5) The following data were collected for two verticals in a stream at a gauging station. Compute…

A: Given  When distance from one end of water surface  = 3 m  Depth = 0.8m   And when distance from one…

Q: For the beam loaded as shown in the figure compute the magnitude, direction and position of the…

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Q: EX Find them increase in th chischerge when H head in He inlet was o13m 0.3 Sl. Lelsoom bistom he…

A: Given,D1=0.6mL=1500mF=0.01HF=0.3mcasea When only one pipe of…

Q: Time (hrs) 0 12 24 36 48 60 72 84 96 108 Inflow Discharge (m3/hr) 20 191 249 164 110 82 62 48 32 28…

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Q: a) Waer flows aut thrauhalorg redanglar opering inthe sidedf atark The sheet of water ast emerges…

A: Given: Velocity(V)=7.5m/secThickness=3 cm=0.03m∅=60°No acceleration will be held at horizontal…

Q: For flows nate 28 li. Find pump Power EL. 60M 100 MM. 150 MM EL.30MH

A: Given Q= 28 l/s h1= 30m h2 = 60m

Q: I Hi На SG Hg = 13.55 Volome (Hg) = G.bin ²³ Gil Mercury S Gail = 1.5 Volume (Oil) = H3 H4 G.33 in ³

A: A U- tube manometer is given with Hg as manometric fluid, and oil is poured into the left side. The…

Q: Find the missing flow values in pipes 2, 7, 8; and the input and output values to the network shown.…

A: Given Data: Pipe Flow m3/s K 01 0.144 160 02 ? 185 03 0.056 752 04 0.048 1515 05 0.096…

Q: • Hydrograph Analysis • HW The baseflow in a stream and the 3-hour unit hydrograph for the basin are…

A: Given that; 1st 3-hour Example; 1st 3-hour runoff= Excess Rainfall= R1=10.5 mm=1.05 cm 2nd 3-hour…

Q: Waner flows steadily trom the large open tark shown below. if viscous effects are neglgtle,…

A: We have to find Discharge Q

Q: . Water flows through a horizontal Venturi meter having an inlet diameter of 30 cm and throat of 17…

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Q: catchment of area For a sform C/2)em 2」魚 は)he。 was as fallows : Time 2 3 30 40 5 Rain fell Cmai) 22…

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Q: Ejercicio Propuesto Nº 02 Hallar la fuerza resultante, punto de aplicación y el momento flector del…

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Q: 2 in. by 6 in., is installed in a vertical pipe line carrying water. A differential manometer…

A: Given:- 12 in by 6 in gauge levels=2.50ft Venturi coefficient =0.97 To find:- actual discharge

Q: 45 40 KN 4m

A: to find moment about point O

Q: If DA = 21cm, DB = 11cm and L = 2m, and if oil is flowing at a rate of 0.09 m/ s, determine the…

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System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.