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TRANSCRIPT
) 101( 1.7
)( 12
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R2 = 0.962
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1j
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= 1.1225 j- 0.0912
R2 = 0.9669
0.0
0.2
0.4
0.6
0.8
1.0
0.0 0.2 0.4 0.6 0.8 1.0
j
10 j
jLx
1j
0
20
40
60
80
100
120
0 2 4 6 8 10 12
Fr1
Lj/h1
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16.11
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j
j
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80.01
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6.01
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FrFr
L
x
j
0.0
0.2
0.4
0.6
0.8
1.0
0 2 4 6 8 10 12 14 16
Fr1
x/Lj
Silvester Eq.Omid Eq.
jL
x
1j
1j
REFERENCES 1. Achour, B. & M. Debabeche. 2003. Control of Hydraulic Jump by Sill in a U-shaped Channel,
Journal of Hydraulic Research, vol. 41, no.1, pp. 97-103. 2. Achour, B& M. Debabeche. 2003. Control of Hydraulic Jump by Sill in Triangular Channel, Journal
of Hydraulic Research, vol. 41, no.3, pp. 319-325. 3. Ohtso, I. 1976. Free Hydraulic Jump and Submerged Hydraulic jump in Trapezoidal and
Rectangular Channels, Trans. JSCS, Vol. 8, 1976, pp. 122-125 4. Omid, M. H. 1996. Behavior of Hydraulic Jump in Trapezoidal Sections, Iranian Journal of
Agricultural Sciences, Vol. 27,(2) pp. 16-27. 5. Posey, C. J. & P.S Hsing. 1938, Hydraulic jump in trapezoidal channel, Engineering New Record,
Vol. 121 ,Dec.22nd, p.p. 797-798. 6. Rajaratnam, N. 1964. Discussion of Silvester, Proc. ASCE, J. Hydr. Divi., 90(HY4), 341-350 7. Silvestre, R. 1964. Hydraulic jump in all shapes of horizontal channel, Proc. ASCE, J. Hydraulic
Division, Vol. 90, HY1, January, p.p. 23-55 8. Wanoschek, R.
W.H. Hager. 1989. Hydraulic Jump in Trapezoidal channel, Journal of Hydraulic
Research, vol. 27, no.3, pp. 429-446
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