Flow over a Weir

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Experiment 8 Flow Over a Weir ____________________________________________ _____________________ n Purpose: The purpose of this experiment is to verify the discharge equation and to determine the discharge coefficient for a sharp crested weir. The flow of water over a weir depends on the shape of the weir and the height of the water level above the sill or notch of the weir. The data from the tests described below are used to verify the theoretical relationships between these factors. These results can then be used to find the coefficient of discharge. n Procedure: 1. Attach the rectangular weir to the channel. 2. Close the pump flow control valve and start the pump. 3. Regulate the flow to maintain a water level in the flow channel so that the weir is filled to the top of the machined section. Be careful to avoid flooding above this level. 4. Allow a steady flow to develop throughout the entire circuit. Measure the height of the water level above the top of the weir as an H to start the analysis. 5. Measure the flow rate with a stopwatch and graduated measuring cylinder, and measure the water level in the approach channel using the gage at a location about halfway along the approach channel; the first reading of the gage should be used as a calibration. For each set of measurements, measure the flow rate at least three times and take the average. 6. Reduce the approach channel water level in about 2 or 3 even steps, each time recording the water level differential in the channel with the gage. Also record the flow rate. 7. Attach the triangular (90°) weir (V-notch), where θ = 0.5 (90°) = 45° 8. Repeat Steps 2 through 6; however, this time regulate the flow to maintain a level in the approach channel so that the weir is filled only to the top of the triangular section. n Questions: (interpretation of results) 1. By plotting a graph of the logarithm of the flow rate

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