3-29. The hydrograph tabulated below is for a river that drains an area of 810 mi. Plot thehydrograph, separate the direct runoff from the base flow, and determine the volume ofdirect runoff in sfd, ac-ft and in. over the basin. Use Eq. 3-12 to determine the durationof the direct runoff. Tabulate the direct runoff hydrograph at 12-hr intervals.DayHourDischarge(cfs)DayHourDischarge(cfs)8504327012820122500179019606.9351215101226206.1240186350121020697078506800126801263708.5805250124100a0a90있a90a03.

Hydrograph is the graph between discharge (y axis) and to duration (x axis) In above problem ,…

The hydrograph tabulated below is for a river that drains an area of 810 mi?. Plot nydrograph, separate the direct runoff from the base flow, and determine the volume lirect runoff in sfd, ac-ft and in. over the basin. Use Eq. 3-12 to determine the durat f the direct runoff. Tabulate the direct runoff hydrograph at 12-hr intervals,

The hydrograph tabulated below is for a river that drains an area of 810 mi?. Plot nydrograph, separate the direct runoff from the base flow, and determine the volume lirect runoff in sfd, ac-ft and in. over the basin. Use Eq. 3-12 to determine the durat f the direct runoff. Tabulate the direct runoff hydrograph at 12-hr intervals,

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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