Ex 3 :Hw 2 Design unlined canal to carry a discharge of 1.0 m3 /s with a longitudinal slope 20cm/km (0.0002). Water contains light loamy materials in suspension and the bed material is silt loam, manning (n) = 0.025 and side slope 2:1 (H: V).( angle = 26.50), the angle of repose assume - 370 for base material and consider e 0.75? Use Manning Equation And By lacey's eq

Ex 3 :Hw 2 Design unlined canal to carry a discharge of 1.0 m3 /s with a longitudinal slope 20cm/km (0.0002). Water contains light loamy materials in suspension and the bed material is silt loam, manning (n) = 0.025 and side slope 2:1 (H: V).( angle = 26.50), the angle of repose assume - 370 for base material and consider e 0.75? Use Manning Equation And By lacey's eq

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q2) For the composite channel shown in Fig. The bed slope is (0.0003). Calculate: 1. The discharge of the channel using Horton and Pavlovskii Methods 2. The required freeboard n-0.028 n=0.035 n-0.025 y = 2,7m I.Im 1.5 6m 5m
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b M b Problems C (1) Not Secure - site.iugaza.edu.ps A₁ = 0.09 m² Q₁ = 0.28 m³/s P₁ = 70 kPa M R 1. Water flows through the horizontal branching pipe shown below. Calculate: a) The water speed at section (2). b) The pressure at section (3). c) Flow rate at section (4). Assume no losses and branch in horizontal plane Solution A2 = 0.0065 m² P₂ = = 35 kPa (2) E (4) G (3) A3 = 0.018 m² V3 = 6.1 m/s site.iug... с G
A steep rectangular channel is to carry flow rate of 1.90 m3/s wirh a slope of 0.01 and roughness coefficient of 0.011, for a minimum area of the material to use, compute: Depth if the channel in m 0.15 1.51 1.15 0.51 Width of the channel in m .30 1.02 3.02 2.30 Area of the steel material to be used if the channel is 3m 4.56 0.52 0.45 6.12
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Determine the hydrostatic water pressure u acting on the plane of consideration
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1. Determine the following: If w₁=5 kN/m and w₂ = 7 kN/m, Est= 210 GPa, b = 50 mm and h= 150 mm. (BY AREA-MOMEMNT METHOD) O 1.0A = 2. to 3. SB = Wi A 8 m B - 4 m C in in W2
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