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The dilution method with the sudden-injection procedure was used to measure the dis-... charge of a stream. The data of concentration measurements are given below. A fluores- cent dye weighing 300 N used as a tracer was suddenly injected at station A at 07 h. 07 08 09 10 11 12 13 14 15 16 17 18 Time (h) Concentration at station B in parts per 10⁹ by weight 0 0 3.0 10.5 18.0 18.0 12.0 9.0 6.0 4.5 1.5 0 Estimate the stream discharge. A) 103 m3/s B 104 m3/s 101 m3/s 105 m3/s D

The dilution method with the sudden-injection procedure was used to measure the dis-... charge of a stream. The data of concentration measurements are given below. A fluores- cent dye weighing 300 N used as a tracer was suddenly injected at station A at 07 h. 07 08 09 10 11 12 13 14 15 16 17 18 Time (h) Concentration at station B in parts per 10⁹ by weight 0 0 3.0 10.5 18.0 18.0 12.0 9.0 6.0 4.5 1.5 0 Estimate the stream discharge. A) 103 m3/s B 104 m3/s 101 m3/s 105 m3/s D

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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The dilution method with the sudden-injection procedure was used to measure the dis-... charge of a stream. The data of concentration measurements are given below. A fluores- cent dye weighing 300 N used as a tracer was suddenly injected at station A at 07 h. 07 08 09 10 11 12 13 14 15 16 17 18 Time (h) Concentration at station B in parts per 10⁹ by weight 0 0 3.0 10.5 18.0 18.0 12.0 9.0 6.0 4.5 1.5 0 Estimate the stream discharge. A) 103 m3/s B 104 m3/s 101 m3/s 105 m3/s D
Transcribed Image Text:The dilution method with the sudden-injection procedure was used to measure the dis-... charge of a stream. The data of concentration measurements are given below. A fluores- cent dye weighing 300 N used as a tracer was suddenly injected at station A at 07 h. 07 08 09 10 11 12 13 14 15 16 17 18 Time (h) Concentration at station B in parts per 10⁹ by weight 0 0 3.0 10.5 18.0 18.0 12.0 9.0 6.0 4.5 1.5 0 Estimate the stream discharge. A) 103 m3/s B 104 m3/s 101 m3/s 105 m3/s D
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