width of the beese and the Channel gradient to dischorgeA Channel of trapzoidal section, with sides 8loping atUS, Conveys weter to a depth of o-75 m. Find the1:2m3/s with a mean velocity of o8mle.take the Chezy Constent as 66m2&LiL Aieinguich between Callitation end cwater hammer(n) - outi ne three effects Of Cdeitation on hydroulicc machine

Answered: Image /qna-images/answer/0225270e-1ff3-464f-9d18-f05e68031412.jpg

(i). Oistinguich behween Caltitation end coater hammer A Channel of trap2oidal Section, with Sides 8loping at width of the beese and the Channel gradient to dischoerge ID5°. Conveys water to a depih of 0.76 m. Find the the bease and the Channel gradient to dischorae 1:2m3/s with a mean velocity of o8mle. take the Chezy Constent as 66m2& (n) - outi ne three effects Of Cdeitation on hydroulic machine

(i). Oistinguich behween Caltitation end coater hammer A Channel of trap2oidal Section, with Sides 8loping at width of the beese and the Channel gradient to dischoerge ID5°. Conveys water to a depih of 0.76 m. Find the the bease and the Channel gradient to dischorae 1:2m3/s with a mean velocity of o8mle. take the Chezy Constent as 66m2& (n) - outi ne three effects Of Cdeitation on hydroulic machine

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

H1= 12m and H2= 2mCalculate head loss and head available at red, blue, green, purple and orange points
Question: Cd= 1:0 = 0=1cm @ Derive The Equation Of Motion In Terms Of Height 2 Time For... Cd-1:0 D=I cm DeriDe the caationo Motirn in terms o height Tme Sor empgtng the tank Pen 1om 5m
PI/ Calculato force F on the gate MN and the position y of c.p.(specific gmauity of oil.o 81) the long of the gate MN =1" and widk= o 1 oiL (spaific grauity o 81) 7
DisC A of mass M=10ka, slides down an incloned plane while Jubricated by a thin film of oil as ahown belowp The Is O cm in diameter and thickness of the film is h= zmm. Find the final velocity of the BDoise assuming constant velactyy and linear velocity distribution, the oil is SAE 50 oil with M- 8.6 Kió kg Im.s & f =902 kglm? %3D Derive the formala & Br aw the free body Dingram. Tocm th=zmm. To =30
A vertical gate of shapetrapezoidal is used as a valveautomatic that stays closed formeans of two springs, which arelocated along the edge AB. WhetherYou know that each spring exerts a couple withmagnitude of 1470 N-m, determine thedepth d of the water with whichwill open the gate. The mass of thegate is 100kg
102 СНАРТER 3 EQUILIBRIUM OF A PARTICLE *3–24. Determine the distances x and y for equilibrium if F = 800 N and F2=1000 N. 3–25. Determine the magnitude of F1 and the distance y if x = 1.5 m and F2=1000 N. D C y F2 В 2 m Probs. 3–24/25
Determine the member force LK(kN) in the figure shown. "十2m十十 2 m 2 m 2 m 2 m 2 m- 2m 2 50 kN 50 kN 50 kN 50 kN M. 50 kN 50 kN 50 EN it 4 m V3 3 PLLLE B. D. 25 m-25 m - 3 m -3m 25 m4-2.5 m
IV K/s classwork.pdf -> a A jet af wouter From a 25 mm dinmeter nozzle is directed vertieully upuards. Assumning that the jet remains circular and neglecting any less ef enargg that will be the dinmeAer at a point 4.5 m above the ne tzle, if the velecity with which the jet leaves the nozzle is 12 m/s? A jet ef water 4.5M nozale
1. DETERMINE THE RESULTANT OF THE PARAUEL FORCE SY STEM ON THE BAR AB SHOWN IN FIGURE l001b 50016 30016
1 Figure betow shows ajet of water striking a curved vane,which turns the jet through an of Im/s The jet velocity is angle of 12o". The vane is moving to the right at a velocity 2.5 m/S and 71s CroSs- sectional area is 0.03 m Assuming no frictional 1osses betwseen the jet and the Surface, determine the reaction for ces Fx and Ey CANSwer Fx 101-3 N Fy = 58.5 N) %3D 120 Vv
given an open channeL of the following propenties 8 Mindischarge-2cumes, bed width 2:3 m bed sLop = J0 cm/km gsidesLop=1.581 n-0.015, It is raquired to design an escape weireat the end of this channeL Take c-17 hydrulics structure
20 kN/m 1m R₁ 3m 80 kN/m 1m R₂