Pr A triangular gutter with a side slope at an angle of 60° has a depth of 300 mm. Find the velocity of water, if the slope of the gutter bed is 0.01? (c=50) C 250 m 30° 60° 1.36 m/s 2.36 m/s 0.136 m/s O
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- See figure below Surt Pol Level rectangular channel with d1 = 5 ft d2 15 ft Q/B= 37 8 cfs/ft bed slope 0.0015 Calculate AE-1 distance between 1 and 2 2From the given profile leveling notes. a) What is the difference in elevation between station 5 and 3. b) Compute the elevation of TP2. c) Compute the elevation of BM2. STA BS FS IFS ELEV BM1 | 0.95 225.50 1 3 2.3 ТР1 3.13 0.64 2.7 4 2.8 3.1 0.5 7 0.8 TP2 2.16 | 1.28 8 0.9 9. 1.2 10 1.7 11 2.8 ТРЗ 0.82 | 2.37 ТР4 1.35 3.50 12 3.0 BM2 1.24 3. 5.The following data were taken along a center line of a dam AB. The staff had been held in the 1st case at a starting point (A) and then at 20m intervals. The staff readings were: 0.765 / 1.064/ [0.616] / 1.835 / 1.524. The level was then moved forward to another position and further readings were taken as follows: 2.356 / 1.378 / [2.063] / 0.677/ 2.027. The last reading was at point (B). The R.L of (A) is 41.819m. 1- Enter the above data in a level book form. 2- Find the reduced level of points using height of collimation method. 3- Check the results. 4- Calculate the gradient from A to B. Note: readings in brackets are inverted staff readings.
- A rectangular channel has a width of 3.6m with a roughness coefficient of 0.013 Compute the critical slope Choices: 0.83 0.083 0.00308 0.38 NOTE: In the given question that is all that is given there is no discharge given please help this is the only information that is given i this questionIt is desired to transport 20 cfs of water through a rectangular finishedconcrete (n = 0.012) canal that can be at most 5 ft wide. The slope of theland through which it passes is 0.0004. The depth of water, in ft, thatshould be expected is nearest: A. 1.83B. 1.28 (Incorrect Answer)C. 1.63 D. 1.01Determine the T3, If y=18m. * 10 m 60 KN 40 KN 80 KN 30 m 50m 50m -30m O 158.678 KN O 179.013 KN O 164.746 KN O None of the above O 181.707 KN
- 12 water flows fromastovage reservoirinta Channel which is (20 ft) wide, the channel rectangular Section and (4ft) below the surface of storage. Calculate the maximum discharge and minimum slope required ( Assume smooth Cement lining of = 0,01 and neglect entrance (asses)?Complete the Differential Leveling Notes by providing data to the unknown quantities. Please show complete solution.Q1). Calculate the volume of cut and fill from followings: bo = 6m, s = 10, n = 1 in cut, n = 2 in fill, assume left side higher than right side, the stations and elevations are taken along centerline." St. N.G. Elev. 87 88 1972 12+60 12+80 Design Elev. 82 94
- SURVEYING Given the following differential level notes: STA BS FS BM1 1.73 - TP1 2.5 3.8 TP2 2.75 1.7 BM2 3.15 3.32 TP3 2.45 3.22 TP4 3.9 2.5 TP5 2.78 3.02 BM3 - 1.77 Base on the differential leveling of note in the previous problem, if the elevation of TP3 = 267.28 m, determine the elevation of BM1Hi! Help me with this please. Thank you so much! A dumpy level is set up at one end of a line 160m. long for the purpose of determining the instrument stadia interval factor. The line is marked by hubs at every 40 m. and a stadia rod is held at each hub. The stadia intercept at each location of the rod were observed as follows: 0.402, 0.813, 1.231, 1.602 respectively. Compute the average value of the stadia interval factor. Height of instrument is 1.5m.B 15 kN 20 kN 3. E D 3 m 3 m