A 2 L beaker of Rhodamine B dye, with a reported dye concentration of 2.42x104 µg/L, was instantaneously poured into Rist Creek at flood stage. Using a fluorometer, the river cross-section sampled 225 m downstream (D/S), with the sampling results shown below. D/S measured dye concentration (µg/L) was subsequently Time (min:sec) 0:00 4:40 5:00 5:20 5:40 6:00 6:20 6:40 0.0 0.0 5.3 4.6 4.6 4.6 4.1 30

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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a) Assuming no intervening dye losses, determine the average stream flood discharge in m 3/s.
(b) What is the average flow velocity in this stream reach?
(c) What is the average flood flow cross-sectional area of this creek?

 

A 2 L beaker of Rhodamine B dye, with a reported dye concentration of 2.42x104 µg/L, was
instantaneously poured into Rist Creek at flood stage. Using a fluorometer, the river cross-section
was subsequently sampled 225 m downstream (D/S), with the sampling results shown below.
D/S measured dye
concentration (µg/L)
Time
(min:sec)
0:00
4:40
5:00
5:20
5:40
6:00
6:20
6:40
7:00
7:20
7:40
8:00
0.0
0.0
5.3
4.6
4.6
4.6
4.1
3.0
1.8
0.5
0.15
0.0
Transcribed Image Text:A 2 L beaker of Rhodamine B dye, with a reported dye concentration of 2.42x104 µg/L, was instantaneously poured into Rist Creek at flood stage. Using a fluorometer, the river cross-section was subsequently sampled 225 m downstream (D/S), with the sampling results shown below. D/S measured dye concentration (µg/L) Time (min:sec) 0:00 4:40 5:00 5:20 5:40 6:00 6:20 6:40 7:00 7:20 7:40 8:00 0.0 0.0 5.3 4.6 4.6 4.6 4.1 3.0 1.8 0.5 0.15 0.0
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