Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Determine the depth in a trapezoidal channel with side slopes of 1 to 1.5, a bottom width of 8 1. m and a channel slope 0.0009. The discharge is 56 m3/s and n = 0.017. Make the sketch of the figure showing the different parameters; top width B, bottom width b, flow area A, flow depth y and side slope s. Sketch: y m Please follow the format in answering 1. Given 2. Required 3. Solution (with explanations)arrow_forwardPlease help with this sum.arrow_forwardWater is flowing in a trapezoidal channel at a rate of Q = 20 m³/s. The critical depth y for such a channel must satisfy the equation: 1 -3 B = 0 where g = 9.81 m/s?, Ac =the cross-sectional area (m?), and B = Q? the width of the channel at the surface (m). For this case, the width and the cross-sectional area can be related to depth y by B = 3 + y and A. = 3y +: Solve for the critical depth using bisection method using the initial guesses x = 0.5 and xu = 2.5.arrow_forward
- Needs Complete typed solution with 100 % accuracy.arrow_forwardHelp me solvearrow_forwardWater flowing through a wide horizontal channel encounters a bump as shown in the figure. y= 0.8 m Vi = 8 m/s Azz =0.30 m Bump Determine the following: a. Surface level over the bump b. Type of water flow over the bump Maximum height of the bump to produce critical flow с.arrow_forward
- Q1- : Water flows out of a lake into steep slope wide rectangular channel (n = 0.017) as shown below. The flow enters the channel at depth = h = 1.15m. Water surface hc= 1.15m Lake Channel So Downstream the lake, select a logical value for the flow depth (h) along the channel reach. So = 0.012 Based on all selected values, compute the distance (Ax) downstream the lake such that the flow depth = selected h value.arrow_forwardGiven is the cross-section of a stream with uniform flow having a slope of 0.007 and the roughness coefficient of the stream bed is 0.025. Determine: 1. a. Hydraulic radius b. Average velocity of the stream using Manning's coefficient and the corresponding discharge c. Average velocity of the stream using Kutter's coefficient and the corresponding discharge. 5.5 m 6.0 m 6.0 m 6.0 m 5.5 m 2.0 2.7 2.4 1.2arrow_forwardFor Manning's Equation, the letter A/P represents the hydraulic radius. * O False O True The Kirpich equation is used to forecast flood * False True The shape of the hydrograph is affected by different parameters. False O Truearrow_forward
- Please give correct answer Subject is fluid mechanicsarrow_forwardExample 1 Determine the critical depth for water flowing at 10 m³/s in a trapezoidal channel with bottom width 3 m and side slopes of 2:1 (H:V). Solution The channel cross section is illustrated in Figure 4.8, where the depth of flow is y, and the top width, T, and flow area, A, are given by T=3+ 4y A=3y + 2y²arrow_forwardExample 5: Water flows with a velocity of 3m/s, and a depth of 3 m in a rectangular channel of 2 m. Then there is an upward step of 30 cm as shown below. Compute the depth of flow over the step. Vj=3 m/s y2=? I _Az=0.30 m Yı=3 m Datum (1) (2) 83arrow_forward
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