OTO'THydrograph Analysis• HWThe baseflow in a stream andthe 3-hour unit hydrograph forthe basin are given below.Determine the total flowhydrograph for a storm of thepattern indicated.(1t +|||فلاترPrepared by Dr.Nabil Al AameryOTime (hr)12001500180021002400030006000900120015001800Total 25 mmExcess 10.5 mmhrإضافة شرح...×750Unit Hydrograph (m)Baseflow (m³/s)104.7107.5115.74311TI3.112241214120.8130.21313(same baseflow continues)35mum44

• Hydrograph Analysis • HW The baseflow in a stream and the 3-hour unit hydrograph for the basin are given below. Determine the total flow hydrograph for a storm of the pattern indicated. Time (hr) 1200 1500 2100 2400 0300 0600 1200 1500 1800 Total 25mm Excess 10.5 mm Prepared by Dr Nabil Al Aamery Unit Hydrograph (m) 0 47 7.5 5.7 43 31 24 14 0.8 0.2 0 Baseflow (²) 10 10 11 11 11 12 12 12 13 13 13 (same baseflow continues) 44

• Hydrograph Analysis • HW The baseflow in a stream and the 3-hour unit hydrograph for the basin are given below. Determine the total flow hydrograph for a storm of the pattern indicated. Time (hr) 1200 1500 2100 2400 0300 0600 1200 1500 1800 Total 25mm Excess 10.5 mm Prepared by Dr Nabil Al Aamery Unit Hydrograph (m) 0 47 7.5 5.7 43 31 24 14 0.8 0.2 0 Baseflow (²) 10 10 11 11 11 12 12 12 13 13 13 (same baseflow continues) 44

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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C PART ONLY
hydrology engineering
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