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Storm Data Precipitation (cm) Infitration (cm) 1.6 Unit Hydrograph Time (hours) Hour Unit Hydrograph (m/s) Runoff 3 1.3 0.3 25 1.7 0.8 0.9 45 1.9 0.5 1.4 4 66 2.1 0.4 1.7 86 0.6 0.3 0.3 103 0.5 0.3 0.2 101 74 37 10 13 11 을 O 16 긍 -23

Storm Data Precipitation (cm) Infitration (cm) 1.6 Unit Hydrograph Time (hours) Hour Unit Hydrograph (m/s) Runoff 3 1.3 0.3 25 1.7 0.8 0.9 45 1.9 0.5 1.4 4 66 2.1 0.4 1.7 86 0.6 0.3 0.3 103 0.5 0.3 0.2 101 74 37 10 13 11 을 O 16 긍 -23

Structural Analysis
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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WATER RESOURCES ENGINEERING

A 6-hour storm event occured in the study basin. You were able to measure precipitiation and infiltration data, but not streamflow. Using the precipitation and and infiltration data and the unit hydrograph, estimate the total streamflow during and after this storm event. Calculate stream flow for each time step until the total streamflow is equal to the baseflow of 35 m3/s.

Please refer to attached images of data tables:

 

Storm Data Precipitation (cm) Infitration (cm) 1.6 Unit Hydrograph Time (hours) Hour Unit Hydrograph (m/s) Runoff 3 1.3 0.3 25 1.7 0.8 0.9 45 1.9 0.5 1.4 4 66 2.1 0.4 1.7 86 0.6 0.3 0.3 103 0.5 0.3 0.2 101 74 37 10 13 11 을 O 16 긍 -23
Transcribed Image Text:Storm Data Precipitation (cm) Infitration (cm) 1.6 Unit Hydrograph Time (hours) Hour Unit Hydrograph (m/s) Runoff 3 1.3 0.3 25 1.7 0.8 0.9 45 1.9 0.5 1.4 4 66 2.1 0.4 1.7 86 0.6 0.3 0.3 103 0.5 0.3 0.2 101 74 37 10 13 11 을 O 16 긍 -23
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