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Results
Tabulate your readings and calculations as follows:
Breadth of weir, b = ……………..(m).
y
g
y
o
y
1
Q
C
d
H
0
H
1
Plot graphs of Q against y
g
for constant y
0
and y
0
against y
g
for constant Q to show the
characteristics of flow beneath the weir.
Plot graphs of C
d
against Q for constant y
0
and C
d
against y
g
for constant Q to show the
changes in C
d
of flow beneath the weir.
Conclusion
Comment on effects of y
o
and Q on the discharge coefficient C
d
for flow underneath the
gate. Which factor has the greatest effect?
Comments on any discrepancies between actual and expected results.
Compare the values obtained for H
1
and H
0
and comment on any differences.
Содержание C4-MKII
Страница 1: ...An ISO 9001 Company INSTRUCTION MANUAL C4 MKII ISSUE 7 SEPTEMBER 2006 MULTI PURPOSE TEACHING FLUME...
Страница 2: ......
Страница 8: ......
Страница 10: ...8 1 1 Diagram 1 Inlet End of Flume 1 2 3 5 6 8 7 4...
Страница 11: ...9 1 2 Diagram 2 Discharge End of Flume 10 3 1 8 2 7 9 11...
Страница 82: ...80 Phase 2 Deflected nappe Phase 3 Depressed nappe Phase 4 Air Partialised...