Q1/ Design an intake tower with gates meets the following requirement: Bottom elevation-64 m msl, min. elevation-81 m msl normal elevation=92 m msl, max, elevation-93 m msl flow rate-1.3125 m'/s, v=0.07 m/s, coefficient of discharge (0.772), concrete density-2259 kg/m'. find crown and invert elevation for all gate, and safety factor. Evaluate tower stability.

Q: Design a bar screen using the following data. Peak daily flow is 42 ML/day. Coarse screen bar will…

A: Peak daily flow (Q)=42 ML/dayCoarse screen bar= 1.48 cm width , 5.90 cm clear spacingApproach…

Q: 2) Determine the capture efficiency for a 10-ft curb opening inlet given Sx = 0.03, n = 0.016, S =…

A: L=10 ft Sx=0.03n=0.016S=0.035Tw=8 ftTo determine- Capture efficiency

Q: 6.52 This spray head discharges water (p = 62.4 lbm/ft³) at a rate of 4 ft³/s. Assuming irrotational…

A: Given data:Discharge (Q)= 4 cfsDiameter of spray head (d)=6 in

Q: How much flow can intake hose with a 5 sq.cm pass without exceeding the max. The flow (gallons per…

A: A = 5 Sq. cm or Cm2 = 5 × 10-4Vmax = 1.2 m / sCalculate Flow (Q )

Q: water at 60°C (p-62.36 lbm/ft and u-7.536x10 lbm/ft.s) is flowing steadily in a 2-in-diameter…

A: step 1-

Q: A storm system includes a composite gutter section with a design spread of Tw = 8 ft, a cross-slope…

A:

Q: Problem 2 Water at 60F ( 62.36 lb/ft³ and 7.536 * 104 lb/ft s) is flowing steadily in a 2-in-…

A: D = 2 in  Q = 0.2 cfs L = 200 ft

Q: 3. Compute the flow rate in a gutter section with a design spread of 3 m and cross-slope of…

A:

Q: 1. Design a screening chamber for the wastewater flowing at the rate of (10650/10) gpm, using the…

A: Given Data: Rate of flow is Q=10650 gpm = 0.672 m3/s. Length : Width = 2:1 Size of bars is 40 mm x…

Q: For the hydraulic structure shown below check the thickness of the floor at points (A) and (B) by…

A: Considering the given values in the figure,H = 112.2 - 108.5=3.7 mLength of pile 1 =…

Q: ,f P C₁ 2₁/Water system shown in the figure below Given: L₁= 30 m, d ₁ = 600 mm L₂=240 m, d₂ = 1 m f…

A: L1 = 30m  and  D1 = 600mm = 0.6m  L2 = 240m  and  D2 = 1m  f = 0.02  Find the flow rate in the pipe…

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?