Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- The data pertaining to a stream-gauging operation at a gauging site are given in the table below. The rating equation of the current meter is v=0.450 No + 0.004 m/s where N revolutions per second. Table A Stream-gauging Operation Data Distance from left water edge (m) NAMPI 0.0 1.5 4.5 7.5 10.5 13.5 16.5 18.0 Depth y (m) JOHNN-GO 0.0 0.8 1.5 2.4 2.5 1.4 0.7 0.0 Revolution of current meter kept at 0.6 m depth 0 60 80 130 125 52 42 0 Duration of observation (s) 0 90 90 120 120 60 60 0 -Draw the stream cross-section diving it into appropriate number of segments - Calculate the velocity in each segment - Calculate the area of each segment - Calculate segmental discharge -Determine the total discharge of the streami Write your answers correct to three decimal places. Please upload your own handwritten answer in dropbox.arrow_forwardThe data from a stream gauging station during a measurement campaign are given below, compute the discharge in the river. Distance from left water edge 0 (m) Depth (m) Average velocity (m/sec) 0 1 1 1.0 0.25 3 2.6 0.35 5 3.1 0.5 7 2.5 0.45 9 0.9 0.3 10 lo 0 0arrow_forwardTriangular notch with vertical angle of 90° measures a flow rate. If the value of Cd = 0.6 and there was an error of 2.5 mm in the measurement the head, then calculate the percentage error in estimation of discharge of 21 lit/s.arrow_forward
- Problem 2: (a) A pump curve for a pump running at 800 rpm is given by h, =20–4713 Q² , where h, is in meters and Q in cms. What will be the pump curve for the same pump running at 1200 rpm? (b) Find the discharge and head for the pump that is running at 1100 rpm, when the same pump running at 1600 rpm produces head of 75 ft and discharge of 7000 gpm (part (b), is not related to part (a) in any way).arrow_forwardThe following data were collected from a stream-gauging operation in a river. Compute the discharge by (i) mid-section method (ii) mean-section method. Distance from left water edge (m) Depth (m) Velocity m/s At 0.2d At 0.8d 0 0 0 0 1.5 1.3 0.7 0.5 3.0 2.5 1.0 0.7 4.5 1.7 0.8 0.6 6.0 1.0 0.7 0.5 7.5 0.4 0.5 0.4 9.0 0.0 0.0 0.0arrow_forwardB. Water flows in a tapering pipe vertically as shown in Fig. 2. Determine the manometer reading 'h'. The flow rate is 100 litter s, take SG mercury = 13.6, and y=9810 N/m Fig. 2 06m d2= 01m Water dia 02m 2 h Mercuryarrow_forward
- The following data were collected for two verticals in a stream at a gauging station. Compute the discharge in the elemental strips by (i) the mid-section method (ii) the mean-section method Immersion of current meter below water surface (m) At 0.2d Distance from one end of the water surface (m) Depth, d (m) 3 6 rev rev sec 0.8 140 110 155 1.2 160 150 149 Rating equation of the current meter, v = 0.7 N + 0.03 where N = rev/sec, v velocity (m/s) at 0.8d sec 160 120arrow_forward30-min unit hydrograph is given in the table. Determine 60-min unit hydrograph. What is the value of "D" in the table? time (min) 10 10 20 30 40 50 60 30 min UH (cms) 0 2 st 4 6 4 2 10 60 min UH, cms 0 A B U Darrow_forward
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