1. Find the discharge of water through the channel shown in figure. C=(Refer your ID) and...
Water flows down a rectangular channel that has a width of 2.2 m, a Manning's n of 0.019 and a slope of 1 in 200. Calculate the discharge in the channel when the depth of flow is 0.5 m, 1.0 m, 2.0 m, and 4.0 m. Plot a graph of depth against discharge and comment on its shape, [10 marks] A wide channel has a Manning's number = 0.021, a longitudinal bed slope of 1:250 and conveys 0.XX m3/s/m of...
QUUESTION1 Water flows through a pipe as shown in Figure 1. The losses in the pipe can be expressed as 0.025 V2 per meter length of pipe, where V is the velocity in the pipe. The length AB is 6 m and BC is 11 m, determine the discharge and the pressure at B 2m 3m 5m 20mm diameter Figure 1: Schematic of water flowing from a tank through the pipe. QUUESTION1 Water flows through a pipe as shown in...
For the case shown in the figure below, find the pressure at section 1. The discharge of water at 20°C through the system is 0.01 m/s. The elevation difference between section I and point 2 is 7 m. The material of the pipes is galvanized iron. The length and diameter of pipes A, B, and C are, respectively, 20 m and 7 em, 15 m and 12 cm, and 25 m and 5 cm.
Dimeter of pipe(D)m = 2.2 Depth of water (y)m= 1.4 Q.1. A (D) m diameter concrete pipe carries a water at a depth of (y) m shown in Figure: 1. The bed slope "S" is 1:500. Determine the discharge through the pipe. Take Chez's constant C=50. (6 Marks) Yim) Dim)
Water flows through the channel. The depth of flow is y =1.75 m and the downward slope of the channel is 0.006. The sides of the channel are finished concrete. (Figure 1) Part A Determine the volumetric flow of water through the channel.
Question 10 please my teachers please Question 9. A rectangular river channel 5.0m wide carries water at a depth of 1.2m. The slope of the channel is 1 in 400. The channel has a bed covered with stones. Using the n value of 0.03(s/m 1/3) calculate the discharge in the channel using Manning's equation. (10 marks) Question 10. With reference to a cross section of a particular site, discuss the fundamental principles of groundwater movement and show the influence of...
Calculate the rate of flow of the water through a V-shaped channel having total angle between the sides as 60o. Take Chezy’s constant of C = 50 and slope of the bed is 1 in 1500. The depth of flow is 6 m.
please solve this problem 8. A rectangular channel section has a change in slope as shown in figure below. The chamel is 4m wide having Manning's n = 0.0165. The bed siope So,-0.0024 and the flowing discharge is 16 m,sec. a) Calculate the depth that must exrist in the downstream channe!l for a hydraulic jump to terminate at uniform fiow condition. b) If upstream depth Yoi 0.4m, calculate the length of hydraucump using at least three increments of depth in...
QUESTION 1 Water flows uniformly with full capacity in an open channel where cross section is as shown in Figure 1. The Manning's coefficient, n is 0.017 and the bed slope is 0.0012. Determine the flow rate. 1.5 m 0.3 m radius Z = 0.5 2 = 0.7 1.0 m 1.0 m Figure 1
Problem # 2 A discharge of 4800 m/s occurs in an approximately rectangular channel with a depth of 10 m and a width of 50 m. The channel slopes at a rate of 1/2000. The bed consists of fine sand (ds- 0.177 mm) and medium sand (ds-0.354 mm). Use the Shields diagram to determine whether these sizes will remain stationary or be transported. Assuming that the width and the slope do not change with the discharge, determine the discharge that...