2. From the current meter notes taken on the Masiu River (table below). All measurementsare in meter.Dist.DepthDepth ofTime (sec)Rev.Vel.observation33 (WE)462.60.749.0700.322.150.0500.22603.40.6549.8900.402.7555.0600.24752.21.3053.0600.2185 (WE)A. Compute the total discharge in liters per secondB. Compute the total cross sectional area in sq.m.C. Compute the mean velocity in m/sec

During a unit time period, a discharge measures how much fluid flows. Both volume and mass are…

Answered: 2. From the current meter notes taken…

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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OTO 'T (1 Hydrology • Flood Routing . HW • Q1// • The inflow and outflow hydrograph for a river reach are as shown in columns 2 and 3 of the Table. Determine K and x for the reach. Assume x = 0.1,0.2, 0.3 ||| = t + فلاتر O Inflow Time (hr) (cms) 0 12 24 36 48 60 72 84 96 108 120 132 400 144 156 168 Outflow (cms) 0 A.BREEEEEEE. 14.5. 28.4 31.8 29.7 25.3 16.3 12.6 a 2 7 11.7 16.5 24 29.1 28.4 23.8 19.4 15.3 11.2 82 6.4 5.2 إضافة شرح... × mum
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Q 38 Calculate the area of cross section using numerical techniques for a river 100 m wide. if the depth d in metres at a distance x metres from one bank is given as follows: X y 0 0.00 2.5 20.90 5 30.40 7.5 39.90 10 49.40 12.5 58.90 15 68.40 17.5 77.90 20 87.40 22.5 96.90 25 106.40 27.5 115.90 30 125.40 32.5 134.90 35 144.40 37.5 153.90 40 163.40 42.5 172.90 45 182.40 47.5 191.90 50 201.40 52.5 210.90 55 220.40 57.5 229.90 60 239.40 62.5 248.90 65 258.40 67.5 267.90 70 277.40 72.5 286.90 75 296.40 77.5 305.90 80 315.40 82.5 324.90 85 334.40 87.5 343.90 90 353.40 92.5 362.90 95 372.40 97.5 381.90 100 391.40 . Use any of the numerical techniques with steps
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