-
2
-
-
0011429903
-
Turbulent Boundary Layer on Steep Slopes
-
BAUER, W.J. (1954). "Turbulent Boundary Layer on Steep Slopes". Trans. ASCE 119, 1212-1233.
-
(1954)
Trans. ASCE
, vol.119
, pp. 1212-1233
-
-
BAUER1
J., W.2
-
3
-
-
0026609809
-
Computation of Flows in Open Channel Transitions
-
BHALLAMUDI, S.M. and CHAUDHRY, M.H. (1992). "Computation of Flows in Open Channel Transitions". J. Hydraul. Res. 30(1),77-93.
-
(1992)
J. Hydraul. Res
, vol.30
, Issue.1
, pp. 77-93
-
-
BHALLAMUDI1
M., S.2
CHAUDHRY, M.H.3
-
4
-
-
0028562823
-
Strengths and Weaknesses of Shallow Water Equations in Steep Open Channel Flow
-
BERGER, R.C. (1994). "Strengths and Weaknesses of Shallow Water Equations in Steep Open Channel Flow". Hydraul. Engng. Proc. Nat. Conf. ASCE 2, 1257-1262.
-
(1994)
Hydraul. Engng. Proc. Nat. Conf. ASCE
, vol.2
, pp. 1257-1262
-
-
BERGER1
C., R.2
-
5
-
-
0002493631
-
Formulae for Numerical Differentiation
-
BICKLEY, W.G. (1941). "Formulae for Numerical Differentiation". Math. Gaz. 25, 19-27.
-
(1941)
Math. Gaz
, vol.25
, pp. 19-27
-
-
BICKLEY1
G., W.2
-
6
-
-
0003928972
-
-
International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands
-
Bos, M.G. (1978). Discharge Measurement Structures. International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands.
-
(1978)
Discharge Measurement Structures
-
-
Bos1
G., M.2
-
9
-
-
0029380031
-
Engineering Application of Experimental Uncertainty Analysis
-
COLEMAN, H.W. and STEELE W.G. (1995). "Engineering Application of Experimental Uncertainty Analysis". AIAA J. 33(10), 1888-1896.
-
(1995)
AIAA J
, vol.33
, Issue.10
, pp. 1888-1896
-
-
COLEMAN1
W., H.2
STEELE, W.G.3
-
10
-
-
0018059710
-
New Nonlinear Shallow Flow Equations with Curvature
-
DRESSLER, R.F. (1978). "New Nonlinear Shallow Flow Equations with Curvature". J. Hydraul. Res. 16(3), 205-220.
-
(1978)
J. Hydraul. Res
, vol.16
, Issue.3
, pp. 205-220
-
-
DRESSLER1
F., R.2
-
11
-
-
20244368844
-
Channel Flow Over Curved Boundaries and a New Hydraulic Theory
-
Langkawi, Malaysia
-
FENTON, J.D. (1996). "Channel Flow Over Curved Boundaries and a New Hydraulic Theory". Proceedings of the 10th Congress of APD-IAHR, Langkawi, Malaysia, Vol. 2, pp. 266-273.
-
(1996)
Proceedings of the 10th Congress of APD-IAHR
, vol.2
, pp. 266-273
-
-
FENTON1
D., J.2
-
12
-
-
0032171103
-
-
FRITZ H.M. and HAGER, H.W. (1998). Hydraulics of Embankment Weirs. J. Hydraul. Engng. ASCE 124(9), 963-971.
-
FRITZ H.M. and HAGER, H.W. (1998). "Hydraulics of Embankment Weirs". J. Hydraul. Engng. ASCE 124(9), 963-971.
-
-
-
-
13
-
-
0021428957
-
Approximate Treatment of Plane Channel Flow
-
HAGER, W.H. and HUTTER, K. (1984). "Approximate Treatment of Plane Channel Flow". Acta Mech. 51, 31-48.
-
(1984)
Acta Mech
, vol.51
, pp. 31-48
-
-
HAGER1
H., W.2
HUTTER, K.3
-
14
-
-
0021851497
-
Equation of Plane, Moderately Curved Open Channel Flows
-
HAGER, W.H. (1985). "Equation of Plane, Moderately Curved Open Channel Flows". J. Hydraul. Engng. ASCE 111(3), 541-546.
-
(1985)
J. Hydraul. Engng. ASCE
, vol.111
, Issue.3
, pp. 541-546
-
-
HAGER1
H., W.2
-
15
-
-
0029679296
-
Vertically Averaged and Moment Equations Model for Flow Over Curved Beds
-
KHAN, A.A. and STEFFLER, P.M. (1996a). "Vertically Averaged and Moment Equations Model for Flow Over Curved Beds". J. Hydraul. Engng. ASCE 122(1), 3-9.
-
(1996)
J. Hydraul. Engng. ASCE
, vol.122
, Issue.1
, pp. 3-9
-
-
KHAN1
A., A.2
STEFFLER, P.M.3
-
16
-
-
0030192683
-
Modelling Overfalls Using Vertically Averaged and Moment Equations
-
KHAN, A.A. and STFFFLER, P.M. (1996b). "Modelling Overfalls Using Vertically Averaged and Moment Equations". J. Hydrual. Engng. ASCE 122(7), 397-402.
-
(1996)
J. Hydrual. Engng. ASCE
, vol.122
, Issue.7
, pp. 397-402
-
-
KHAN1
A., A.2
STFFFLER, P.M.3
-
17
-
-
34548327962
-
-
Geological Survey Water Supply Paper 1617-A, U.S, Government Printing Office, Washington, DC
-
KINDSVATER, C.E. (1964). Discharge Characteristics of Embankment Shaped Weirs. Geological Survey Water Supply Paper 1617-A, U.S., Government Printing Office, Washington, DC.
-
(1964)
Discharge Characteristics of Embankment Shaped Weirs
-
-
KINDSVATER1
E., C.2
-
18
-
-
0026025144
-
Higher Order, One-dimensional Equations of Potential Flow in Open Channels
-
London, England
-
MATTHEW, G.D. (1991). "Higher Order, One-dimensional Equations of Potential Flow in Open Channels". Proceedings of the Institution of Civil Engineers, London, England, Vol. 91, pp. 187-201.
-
(1991)
Proceedings of the Institution of Civil Engineers
, vol.91
, pp. 187-201
-
-
MATTHEW1
D., G.2
-
19
-
-
0020761388
-
Using Uncertainty Analysis in the Planning of an Experiment
-
MOFFAT, R.J. (1985). "Using Uncertainty Analysis in the Planning of an Experiment". J. Fluids Engng. ASME 107, 173-178.
-
(1985)
J. Fluids Engng. ASME
, vol.107
, pp. 173-178
-
-
MOFFAT1
J., R.2
-
20
-
-
0025085458
-
Scale Effects in Modelling Flows Over Broadcrested Weirs
-
RANGA RAJU, K.G., SRIVASTAVA, R. and POREY, P.D. (1990). "Scale Effects in Modelling Flows Over Broadcrested Weirs". J. Irrig. Power 47(30), 101-106.
-
(1990)
J. Irrig. Power
, vol.47
, Issue.30
, pp. 101-106
-
-
RANGA RAJU, K.G.1
SRIVASTAVA, R.2
POREY, P.D.3
-
23
-
-
0023149473
-
Experimental Verification of the Dressler Curved-flow Equations
-
SIVAKUMARAN, N.S. and YEVJEVICH, V. (1987). "Experimental Verification of the Dressler Curved-flow Equations". J. Hydraul. Res. 25(3), 373-387.
-
(1987)
J. Hydraul. Res
, vol.25
, Issue.3
, pp. 373-387
-
-
SIVAKUMARAN1
S., N.2
YEVJEVICH, V.3
-
24
-
-
0027224234
-
-
STEFFLER, PM. and JIN, Y. (1993). Depth Averaged and Moment Equations for Moderately Shallow Free Surface Flow. J. Hydraul. Res. 31(1), 5-17.
-
STEFFLER, PM. and JIN, Y. (1993). "Depth Averaged and Moment Equations for Moderately Shallow Free Surface Flow". J. Hydraul. Res. 31(1), 5-17.
-
-
-
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