The objective of this experiment is to determine the channel bed slope by measuring the variation of water depth at two sections by using the standard step method. The channel width of the laboratory flow channel: 6.4 cm Manning’s coefficient for methacrylate flumes: 0.008 Distance between 2 measurement points: 30 cm ➢ Determine the channel bed slope (So) by computing of water surface profile using the standard step method according to the measurements given in the tables shown below: 1 Q (flowrate) = y1 (downstream depth)= y2 (upstream depth) = 600 L/h 0.88 cm 0.73
The objective of this experiment is to determine the channel bed slope by measuring the variation of water depth at two sections by using the standard step method. The channel width of the laboratory flow channel: 6.4 cm Manning’s coefficient for methacrylate flumes: 0.008 Distance between 2 measurement points: 30 cm ➢ Determine the channel bed slope (So) by computing of water surface profile using the standard step method according to the measurements given in the tables shown below: 1 Q (flowrate) = y1 (downstream depth)= y2 (upstream depth) = 600 L/h 0.88 cm 0.73
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.1P
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The objective of this experiment is to determine the channel bed slope by measuring the variation of water depth at two sections by using the standard step method.
The channel width of the laboratory flow channel: 6.4 cm
Manning’s coefficient for methacrylate flumes: 0.008
Distance between 2 measurement points: 30 cm
➢ Determine the channel bed slope (So) by computing of water surface profile using the standard step method according to the measurements given in the tables shown below:
1 |
Q (flowrate) = y1 (downstream depth)= y2 (upstream depth) = |
600 L/h |
0.88 cm | ||
0.73 cm |
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