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1.2: Storm rainfall occurred on a watershed as shown in column 2 of the Table below. The value of CN is 80 and Antecedent Moisture Condition II applies. Calculate the cumulative excess rainfall and the excess rainfall hyetograph. Time (hr) Incremental Rainfall (inches) 1 0.30 2 0.50 3 0.40 4 1.00 5 2.30 6 0.60 7 0.20

1.2: Storm rainfall occurred on a watershed as shown in column 2 of the Table below. The value of CN is 80 and Antecedent Moisture Condition II applies. Calculate the cumulative excess rainfall and the excess rainfall hyetograph. Time (hr) Incremental Rainfall (inches) 1 0.30 2 0.50 3 0.40 4 1.00 5 2.30 6 0.60 7 0.20

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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1.2: Storm rainfall occurred on a watershed as shown in column 2 of the Table below. The value of CN is 80 and Antecedent Moisture Condition II applies. Calculate the cumulative excess rainfall and the excess rainfall hyetograph. Time (hr) Incremental Rainfall (inches) 1 0.30 2 0.50 3 0.40 4 1.00 5 2.30 6 0.60 7 0.20
Transcribed Image Text:1.2: Storm rainfall occurred on a watershed as shown in column 2 of the Table below. The value of CN is 80 and Antecedent Moisture Condition II applies. Calculate the cumulative excess rainfall and the excess rainfall hyetograph. Time (hr) Incremental Rainfall (inches) 1 0.30 2 0.50 3 0.40 4 1.00 5 2.30 6 0.60 7 0.20
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