OTO'THydrology• 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.(1|||=t +فلاترO4th year civil engineering classInflowTime (hr) (cms)01224364860728496108120132144156168Outflow(cms)02.314.528.431.829.725.320.416.312.69.36.754.13.602711.716.52429.128.423.819.415.311.28.26.45.2إضافة 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. 4th year Inflow Outflow Time (hr) (cms) (cms) 0 12 24 36 48 60 72 84 96 108 120 132 144 156 168 0 2.3 14.5 28.4 31.8 29.7 25.3 20,4 0 2 7 11.7 16.5 5 4.1 3.6 24 29.1 28.4 16.3 23.8 12.6 19.4 9.3 15.3 6.7 11.2 8.2 6.4 5.2

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. 4th year Inflow Outflow Time (hr) (cms) (cms) 0 12 24 36 48 60 72 84 96 108 120 132 144 156 168 0 2.3 14.5 28.4 31.8 29.7 25.3 20,4 0 2 7 11.7 16.5 5 4.1 3.6 24 29.1 28.4 16.3 23.8 12.6 19.4 9.3 15.3 6.7 11.2 8.2 6.4 5.2

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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