Use the below data to find speed at capacity Speed, u, (mi/h) y Density, k (veh/mi) x, 53.2 48.1 44.8 40.1 37.3 35.2 34.1 27.2 20.4 17.5 14.6 13.1 112 8.0 ARAIHASIRAVE
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- Civil Engineering - Traffic Engineering Q1. Calculate harmonic mean for velocity (kmph) data of vehicles moving on an expressway 92 81 94 81 S2RKE6%88 62 67 HARRYNR2888 63 63 86 81o läi 8 The table below contains the information about Areas of cross-sections of road. Calculate the volumes of the earth work. Distance(m) Areas(m²) 30 60 100 140 48 37.5 25.345 13.854 14.145 3497.863 m3 O 3498.386 m3 O 3489.863 m3 O 3498.863 m3 Onents A subway train stops at two stations that are 2km apart The max acceleration and deceleration of the train are 2 m/s^2 and 16 m/s^2 respectively and the max allowable speed Is 20m/s. Which of the following gives the shortest possible time of travel between two station. (Hint Think carefully, same with our example problem.) ers nis
- See the image. Also compute for the A1 and A2...... You can also get my remaining questions left for this.uestion 18 The density of traffic in a certain observation point on a highway was recorded to be 30 veh/km. If the space mean speed of the vehicle is 50 kph, how many vehicles will be passing every 30 minutes O A. 25.5 O B. 750 O C. 12.5 O D. 13 O E. None of the above «Given 4 hr UH, derive the ordinate of 2 hr UH using S-Curve method? 0246 8 10 12 14 16 18 20 22 24 26 28 08 20 43 80 110 130 146 150 142 130 112 90 70 52 Time(hr) 4hr UH (m/s)A stream function is given by Ø-5x-6y. Calculate the velocity components and also magnitude and direction of resultant velocity at any point.2hd Semester, SY 2021-2022 / College of Engineering / Bachelor of Science in Civil Engineering A freight train starts from rest and travels with a constant acceleration of 0.5 ft/s 2. After a time t' it maintains a constant speed so that when t = 160 s it has traveled 2000 ft. Determine the time t' and draw the v-t graph for the motion. Maximum file size: 50MB, maximum number of files: 12. Combined mechanical analysis of a given sample of soil was carried out. The total weight of soil used in the analysis was 350 g. The sample was divided into coarser and finer fractions by washing it through a 75 microns sieve The finer traction was 125 g. The coarser fraction was used for the sieve analysis and 50 g of the finer fraction was used for the hydrometer analysis. The test results were as given below: Sieve analysis: Particle size Mass retained g Particle size Mass retained g 4.75mm 9.0 355 A 24.5 2 00 mm 155 180H 49.0 140) ml 10.5 125- 28.0 1.00 mm 105 75 p 43.0 500 L 35.0SEE MORE QUESTIONS