Determine the actual discharge, theoretical discharge and weir coefficient over a 90° V-notch weir for a head of 180 mm flowing 400 liters in 20 seconds.
Actual Discharge, Qact = 400/20
Qact =20 L/s or 0.02 m3/s
Theoritical Discharge, Qth = (8/15).((2g)^0.5).(tan(θ/2)).(H^2.5)
Qth = (8/15).((2x9.81)^0.5).(tan(90/2)).(0.18^2.5)
Theoritical Discharge, Qth = 0.0325 m3/s
Coefficient of Discharge, Cd = Qact/Qth = 0.02/0.0325
Coefficient of Discharge, Cd = 0.615
Determine the actual discharge, theoretical discharge and weir coefficient over a 90° V-notch weir for a...
The discharge from a spring is to be measured with a 90° V-notch weir. If the head observed on the weir is 5 cm., what is the theoretical discharge and actual discharge? Use a discharge coefficient of 0.58.
Question 15 (5 points) Water flows over a V notch (triangular) 80• weir. The flow over the weir is 25 cfs and Cd=0.59 Compute the head on the weir (H) 0 3.40 ft 5.18 ft 2.68 ft 1.25 ft 1.45 ft
2 Find the discharge (in m3/s) of water flowing over a rectangular notch of length b=2 m when the constant head over the notch is 300 mm, take Cd=0.6 ribu 6) 0.58 2.21 107-
Find the volumetric discharge over a triangular notch of angle 70° when the head over the V - notch is 0.35 m and the discharge coefficient = 0.65 Select one: O a. 0.0779 m3/s O b. 0.0982 m/s O c.0.0881m/s O d. 0.0882 m/s O e. 0.0877m/s
Calculate coefficient of discharge and Q for a recangular and
triangular (90 Degrees) wier with the provided data including flow
rate into the holding tank, and height of the water surface as it
flows over the weir for each flow rate. Equations Provided.
(This the only data I was told to record, and Im entirely lost
on how to do this)
b=
30mm
Rectangular Notch Flow Rate Height (cm) /Min 51.2 5.64 44.2 5.35 37.2 4.68 30.2 4.07 23.2 3.39...
Please show work.
Additional housing to accommodate 2000 persons is proposed for a residential area served by an existing 18-inch diameter vitrified clay sanitary sewer main constructed on a slope of 0.00412 ft/ft. To determine the feasibility of the proposed development, a 90° V-notch weir was placed in an existing manhole to measure the current flows. During peak hour flow conditions, the maximum head over the crest of the weir was measured at 16.5 inches. Note that the discharge over...
A) using reliability of 90% assuming full notch
sensitivity determine the fatigue factor of safety at the shaft
shoulder using goodman criteria.
B) determine the static yielding factor of safety at the
shaft shoulder.
solve correctly a and b
1. (40 points) A shaft machined from AISI 1020 CD steel is shown in the figure below. The fillet radius is 3mm. A force is applied to the shaft causing a completely reversed bending moment of 420N-m at the shaft shoulder....
14. Determine the discharge of the pipe and the pressure at point B. Neglect head losses and assume that a = 1 Di T 1.5 m Water - 40 cm diameter 3.5 m - 20 cm diameter nozzle 15. One expression for the Reynolds number is Re-V,d V a. Since the Reynolds number must be dimensionless, what are the units of the v term in the denominator? b. Does the v term represent the kinematic or dynamic viscosity? C. Find...
Mechanical Lab II. Please answer asap with clear work. Thank
you!
1. A centrifugal pump performance data are shown in the following table for water. Pump speed-2500 RPM Pa or P2 (bar) P. or Pi (bar) Volume of water(L Time (sec) Input-Power (W) -0.3 20 60 100 For this data set, calculate the following i. Pump discharge capacity Q (LUs and GPM) ii. Pump head H (m and ft) iii. Fluid power Pr (Watt) iv. Brake power Pb (Watt) v....
3. A centrifugal pump performance data are shown in the following table for water. Pump speed 2500 RPM Pe or P2 (bar) P or Pi (bar) Volume of water (L) Time (sec) Input-Power (W -0.3 20 60 100 For this data set, calculate the following: i. Pump discharge capacity Q (L/s and GPM) ii. Pump head H (m and f) iii. Fluid power Pr(Watt) iv. Brake power Pb (Watt) v. Pump overall efficiency η (%) vi. Flow rate coefficient Ca...