OTO'T(1Hydrology• Flood Routing.HW• Q1//• The inflow and outflow hydrographfor a river reach are as shown incolumns 2 and 3 of the Table.Determine K and x for the reach.Assume x = 0.1,0.2, 0.3|||=t +فلاترOInflowTime (hr) (cms)01224364860728496108120132400144156168Outflow(cms)0A.BREEEEEEE.14.5.28.431.829.725.316.312.6a2711.716.52429.128.423.819.415.311.2826.45.2إضافة شرح...×mum

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Hydrology Flood Routing HW • Q1// hydrograph • The inflow and outflow 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 Inflow Time (hr) (cms) D 12 24 36 48 60 72 84 96 108 120 132 144 156 168 Outflow (cms) D 2.3 14.5 28.4 31.8 29.7 25.3 20.4 16.3 12.6 9.3 6.7 5 4.1 3.6 0 2 7 11.7 16.5 24 29.1 28.4 23.8 19.4 15.3 11.2 82 6.4

Hydrology Flood Routing HW • Q1// hydrograph • The inflow and outflow 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 Inflow Time (hr) (cms) D 12 24 36 48 60 72 84 96 108 120 132 144 156 168 Outflow (cms) D 2.3 14.5 28.4 31.8 29.7 25.3 20.4 16.3 12.6 9.3 6.7 5 4.1 3.6 0 2 7 11.7 16.5 24 29.1 28.4 23.8 19.4 15.3 11.2 82 6.4

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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