Q6) Estimate k and a in the infiltration equation (D = kt") (t in minutes and D in mm) for a water run by using the following information: • Inflow (q) is 4 l/sec per 1 m of the width • Depth of flow at the beginning of the water run is 5 cm • The infiltrated depths are distributed as an ellipse. • The recorded data of water advance are as follows: Time (t) in minutes Distance (x) in meters 30 120 80 240

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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I. Q
O
(D
Time (t) in minutes
Q6) Estimate k and a in the infiltration equation (D = kt") (t in minutes and D in mm) for a water run
by using the following information:
Inflow (q) is 4 l/sec per 1 m of the width
Depth of flow at the beginning of the water run is 5 cm
The infiltrated depths are distributed as an ellipse.
. The recorded data of water advance are as follows:
Distance (x) in meters
:
|||
B
30
120
go
O
80
V:
240
>
Transcribed Image Text:I. Q O (D Time (t) in minutes Q6) Estimate k and a in the infiltration equation (D = kt") (t in minutes and D in mm) for a water run by using the following information: Inflow (q) is 4 l/sec per 1 m of the width Depth of flow at the beginning of the water run is 5 cm The infiltrated depths are distributed as an ellipse. . The recorded data of water advance are as follows: Distance (x) in meters : ||| B 30 120 go O 80 V: 240 >
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