Head Loss Calculation What is the head loss along a 1000 m straight pipe (inside diameter: 0.2 m) that delivers water (kinematic viscosity: 1 x 10° m²/s) at 0.032 m³/s? Absolute roughness of pipe = 0.1 mm.

Q.fkuid mec,

Problem : Find the difference in manometer reading for the pipe shown below. The diameter of the pipe is 10 cm, and the flow rate is 0.01 m³/s. The roughness height (ɛ) of the pipe material is 0.15 mm. The kinematic viscosity of water is 1.0x10-6 m²/s. Ah = ? 30 m Water

1. THERE IS A LEAK IN A HORIZONTAL 300 MMDIAMETER PIPELINE. UPSTREAM FROM THE LEAK TWOGAGES 600 METER APART SHOWED A DIFFERENCE OF140 ???. DOWNSTREAM FROM THE LEAK TWO GAGES600 METER APART SHOWED A DIFFERENCE OF 126??? . ASSUMING ? = 0.025. HOW MUCH WATER ISBEING LOST FROM THE PIPE. show answer in litre per sec

CEN-333 Geotechnical

a.) Q=0.56m/s. V=1.16m/s b.)D=420mm. q=5.5x10^-3m^3/s That is the answer need some solutions

Pls show neat and whole solution

solve it please

The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant R at A. The couple is positive if counterclockwise, negative if clockwise. 1.90 KN 0.69 m 2.27 m- 66° A 1 L--x 490 N·m 1.34 KN 0.13 m 0.13 m

Please don't provide handwritten solution ......