-
1
-
-
42149189446
-
Flow measurements with triangular free overfall
-
Ahmad, Z. 2006 Flow measurements with triangular free overfall. J. Inst. Eng. 87, 35-40.
-
(2006)
J. Inst. Eng.
, vol.87
, pp. 35-40
-
-
Ahmad, Z.1
-
2
-
-
0001375433
-
Free-vortex theory applied to free overfall
-
Ali, K. H. M. & Sykes, A. 1972 Free-vortex theory applied to free overfall. J. Hydraul. Div. ASCE 98(5), 973-979.
-
(1972)
J. Hydraul. Div. ASCE
, vol.98
, Issue.5
, pp. 973-979
-
-
Ali, K.H.M.1
Sykes, A.2
-
3
-
-
0003315610
-
Non-uniform flow in front of a free overfall
-
Anderson, M. V. 1967 Non-uniform flow in front of a free overfall. Acta Polytech. Scand. 42, 1-24.
-
(1967)
Acta Polytech. Scand.
, vol.42
, pp. 1-24
-
-
Anderson, M.V.1
-
4
-
-
0030646548
-
The evolution of equation from hydraulic data, Part I: Theory
-
Babovic, V. & Abbott, M. B. 1997a The evolution of equation from hydraulic data, Part I: theory. J. Hydraul. Res. 35(3), 397-410.
-
(1997)
J. Hydraul. Res.
, vol.35
, Issue.3
, pp. 397-410
-
-
Babovic, V.1
Abbott, M.B.2
-
5
-
-
0030698936
-
The evolution of equation from hydraulic data, Part II: Applications
-
Babovic, V. & Abbott, M. B. 1997b The evolution of equation from hydraulic data, Part II: applications. J. Hydraul. Res. 35(3), 411-430.
-
(1997)
J. Hydraul. Res.
, vol.35
, Issue.3
, pp. 411-430
-
-
Babovic, V.1
Abbott, M.B.2
-
6
-
-
0002158924
-
Genetic programming as a model induction engine
-
Babovic, V. & Keijzer, M. 2000 Genetic programming as a model induction engine. J. Hydroinform. 2(1), 35-60.
-
(2000)
J. Hydroinform
, vol.2
, Issue.1
, pp. 35-60
-
-
Babovic, V.1
Keijzer, M.2
-
7
-
-
0003767428
-
-
Prentice-Hall, Inc., Upper Saddle River, NJ
-
Chaudhry, M. H. 1993 Open-Channel Flow. Prentice-Hall, Inc., Upper Saddle River, NJ.
-
(1993)
Open-channel Flow
-
-
Chaudhry, M.H.1
-
8
-
-
0032124896
-
Flow measurement in sloping channels with rectangular free overfall
-
Davis, A. C., Ellet, B. G. S. & Jacob, R. P. 1998 Flow measurement in sloping channels with rectangular free overfall. J. Hydraul. Eng., ASCE 124(7), 760-763.
-
(1998)
J. Hydraul. Eng., ASCE
, vol.124
, Issue.7
, pp. 760-763
-
-
Davis, A.C.1
Ellet, B.G.S.2
Jacob, R.P.3
-
9
-
-
0002917547
-
Influence of slope and roughness on the free overfall
-
Delleur, J. W., Dooge, J. C. I. & Gent, K. W. 1956 Influence of slope and roughness on the free overfall. J. Hydraul. Div., ASCE 82(4), 30-35.
-
(1956)
J. Hydraul. Div., ASCE
, vol.82
, Issue.4
, pp. 30-35
-
-
Delleur, J.W.1
Dooge, J.C.I.2
Gent, K.W.3
-
10
-
-
0032144967
-
End depth in circular channels
-
Dey, S. 1998 End depth in circular channels. J. Hydraul. Eng., ASCE 124(8), 856-863.
-
(1998)
J. Hydraul. Eng., ASCE
, vol.124
, Issue.8
, pp. 856-863
-
-
Dey, S.1
-
11
-
-
0035274155
-
EDR in circular channels
-
Dey, S. 2001a EDR in circular channels. J. Irrig. Drain. Eng., ASCE 127(2), 110-112.
-
(2001)
J. Irrig. Drain. Eng., ASCE
, vol.127
, Issue.2
, pp. 110-112
-
-
Dey, S.1
-
12
-
-
0002855379
-
Flow metering by end-depth method in elliptic channels
-
Dey, S. 2001b Flow metering by end-depth method in elliptic channels. Dam Eng. 12(1), 5-19.
-
(2001)
Dam Eng.
, vol.12
, Issue.1
, pp. 5-19
-
-
Dey, S.1
-
13
-
-
0035428895
-
Flow measurement by the end-depth method in inverted semicircular channels
-
Dey, S. 2001c Flow measurement by the end-depth method in inverted semicircular channels. Flow Meas. Instrum. 12(4), 253-258.
-
(2001)
Flow Meas. Instrum.
, vol.12
, Issue.4
, pp. 253-258
-
-
Dey, S.1
-
14
-
-
0036920988
-
Free overfall in circular channels with flat base: A method of open channel flow measurement
-
Dey, S. 2002a Free overfall in circular channels with flat base: a method of open channel flow measurement. Flow Meas. Instrum. 13, 209-221.
-
(2002)
Flow Meas. Instrum.
, vol.13
, pp. 209-221
-
-
Dey, S.1
-
15
-
-
0036924848
-
Free overall in open channels: State-of-the-art review
-
DOI 10.1016/S0955-5986(02)00055-9, PII S0955598602000559
-
Dey, S. 2002b Free overfall in open channels: state-of-the-art review. Flow Meas. Instrum. 13, 247-264. (Pubitemid 36036203)
-
(2002)
Flow Measurement and Instrumentation
, vol.13
, Issue.5-6
, pp. 247-264
-
-
Dey, S.1
-
16
-
-
0037338427
-
Overfall in U-shaped channels
-
Dey, S. 2003 Overfall in U-shaped channels. J. Eng. Mech. 129(3), 358-362.
-
(2003)
J. Eng. Mech.
, vol.129
, Issue.3
, pp. 358-362
-
-
Dey, S.1
-
17
-
-
0036623976
-
Hydraulics of free overfall in Δ-shaped channels Sadhana
-
June
-
Dey, S. & Ravi Kumar, B. 2002 Hydraulics of free overfall in Δ-shaped channels Sadhana. Proc. Indian Acad. Sci. 27 (June), 353-363.
-
(2002)
Proc. Indian Acad. Sci.
, vol.27
, pp. 353-363
-
-
Dey, S.1
Kumar, R.B.2
-
18
-
-
0942302047
-
End-depth in inverted semicircular channels: Experimental and theoretical studies
-
Dey, S., Kumar, D. N. & Singh, D. R. 2004 End-depth in inverted semicircular channels: experimental and theoretical studies. Nord. Hydrol. 35(1), 73-79.
-
(2004)
Nord. Hydrol.
, vol.35
, Issue.1
, pp. 73-79
-
-
Dey, S.1
Kumar, D.N.2
Singh, D.R.3
-
19
-
-
0001913915
-
The end depth at a drop in trapezoidal channels
-
Diskin, M. H. 1961 The end depth at a drop in trapezoidal channels. J. Hydraul. Div., ASCE 87(4), 11-32.
-
(1961)
J. Hydraul. Div., ASCE
, vol.87
, Issue.4
, pp. 11-32
-
-
Diskin, M.H.1
-
20
-
-
0032922868
-
Theoretical end-depth-discharge relationship for free overfall
-
Ferro, V. 1999 Theoretical end-depth-discharge relationship for free overfall. J. Irrig. Drain. Eng., ASCE 125(1), 40-44.
-
(1999)
J. Irrig. Drain. Eng., ASCE
, vol.125
, Issue.1
, pp. 40-44
-
-
Ferro, V.1
-
21
-
-
0026254095
-
Solving turbulent flows using finite elements
-
Finnie, J. I. & Jeppson, R. W. 1991 Solving turbulent flows using finite elements. J. Hydraul. Eng., ACSE 117(11), 1513-1530.
-
(1991)
J. Hydraul. Eng., ACSE
, vol.117
, Issue.11
, pp. 1513-1530
-
-
Finnie, J.I.1
Jeppson, R.W.2
-
23
-
-
78651280176
-
-
GPLAB, Accessed April 20th 2009
-
GPLAB 2009 A Genetic Programming toolbox for MATLAB. http://gplab. sourceforge.net [Accessed April 20th 2009].
-
(2009)
A Genetic Programming Toolbox for MATLAB
-
-
-
24
-
-
13244268460
-
Numerical modeling of free overfall
-
Guo, Y. 2005 Numerical modeling of free overfall. J. Hydraul. Eng., ASCE 131(22), 134-138.
-
(2005)
J. Hydraul. Eng., ASCE
, vol.131
, Issue.22
, pp. 134-138
-
-
Guo, Y.1
-
25
-
-
78651282458
-
Numerical simulation of free overfall in a rough channel
-
September 5-, Egmond Aan Zee, The Netherlands
-
Guo, Y., Zhang, L. & Zhang, J. 2006 Numerical simulation of free overfall in a rough channel. In: Proceedings of European Conference on Computational Fluid Dynamics, September 5-8, 2006, Egmond Aan Zee, The Netherlands.
-
(2006)
Proceedings of European Conference on Computational Fluid Dynamics
, vol.8
, pp. 2006
-
-
Guo, Y.1
Zhang, L.2
Zhang, J.3
-
26
-
-
0027333877
-
Discharge prediction in smooth trapezoidal free overfall-(positive, zero and negative slopes)
-
Gupta, R. D., Jamil, J. & Johsin, J. 1993 Discharge prediction in smooth trapezoidal free overfall-(positive, zero and negative slopes). J. Irrig. Drain. Eng., ASCE 119(2), 215-224.
-
(1993)
J. Irrig. Drain. Eng., ASCE
, vol.119
, Issue.2
, pp. 215-224
-
-
Gupta, R.D.1
Jamil, J.2
Johsin, J.3
-
27
-
-
0020566984
-
Hydraulics of the plane overfall
-
Hager, W. H. 1983 Hydraulics of the plane overfall. J. Hydraul. Eng., ASCE 109(2), 1683-1697.
-
(1983)
J. Hydraul. Eng., ASCE
, vol.109
, Issue.2
, pp. 1683-1697
-
-
Hager, W.H.1
-
29
-
-
0024607502
-
Flow measurements with trapezoidal free overfall
-
Keller, R. J. & Fong, S. S. 1989 Flow measurements with trapezoidal free overfall. J. Irrig. Drain. Eng., ASCE 115(1), 125-136.
-
(1989)
J. Irrig. Drain. Eng., ASCE
, vol.115
, Issue.1
, pp. 125-136
-
-
Keller, R.J.1
Fong, S.S.2
-
30
-
-
0003234018
-
Dimensionally aware genetic programming
-
ed. W. Banzhaf, J. Daida, A. E. Eiben, M. H. Garzon, V. Honavar, M. Jakiela & R. E. Smith, Morgan Kaufmann, Orlando, Florida, USA
-
Keijzer, M. & Babovic, V. 1999 Dimensionally aware genetic programming. In Proceedings of the Genetic and Evolutionary Computation Conference (ed. W. Banzhaf, J. Daida, A. E. Eiben, M. H. Garzon, V. Honavar, M. Jakiela & R. E. Smith), Vol. 2, pp. 1069-1076. Morgan Kaufmann, Orlando, Florida, USA.
-
(1999)
Proceedings of the Genetic and Evolutionary Computation Conference
, vol.2
, pp. 1069-1076
-
-
Keijzer, M.1
Babovic, V.2
-
31
-
-
0242647831
-
Declarative and preferential bias in GP-based scientific discovery
-
Keijzer, M. & Babovic, V. 2002 Declarative and preferential bias in GP-based scientific discovery. Genet. Program. Evol. Mach. 3(1), 41-79.
-
(2002)
Genet. Program. Evol. Mach
, vol.3
, Issue.1
, pp. 41-79
-
-
Keijzer, M.1
Babovic, V.2
-
34
-
-
0141727203
-
-
Kluwer Academic Publishers, Boston, MA
-
Koza, J. R., Keane, M. A., Streeter, M. J., Mydlowec, W., Yu, J. & Lanza, G. 2003 Genetic Programming IV: Routine Human-Competitive Machine Intelligence. Kluwer Academic Publishers, Boston, MA.
-
(2003)
Genetic Programming IV: Routine Human-Competitive Machine Intelligence
-
-
Koza, J.R.1
Keane, M.A.2
Streeter, M.J.3
Mydlowec, W.4
Yu, J.5
Lanza, G.6
-
36
-
-
77955627757
-
Open end flume water meter based on exponential equation
-
September 25
-
Ledoux, J. W. 1924 Open End Flume Water Meter based on Exponential Equation. Engineering News Record, September 25.
-
(1924)
Engineering News Record
-
-
Ledoux, J.W.1
-
37
-
-
0027766149
-
On the free overfall
-
Marchi, E. 1993 On the free overfall. J. Hydraul. Res. 31(6), 777-790.
-
(1993)
J. Hydraul. Res.
, vol.31
, Issue.6
, pp. 777-790
-
-
Marchi, E.1
-
38
-
-
0035972915
-
Numerical study of flows with multiple free surfaces
-
Mohapatra, P. K., Bhallamudi, S. M. & Eswaran, V. 2001 Numerical study of flows with multiple free surfaces. Int. J. Numer. Methods Fluids 36, 165-184.
-
(2001)
Int. J. Numer. Methods Fluids
, vol.36
, pp. 165-184
-
-
Mohapatra, P.K.1
Bhallamudi, S.M.2
Eswaran, V.3
-
39
-
-
0028013821
-
End depth in trapezoidal and exponential channels
-
Murty Bhallamudi, S. 1994 End depth in trapezoidal and exponential channels. J. Hydraul. Res. 32(2), 219-232.
-
(1994)
J. Hydraul. Res.
, vol.32
, Issue.2
, pp. 219-232
-
-
Bhallamudi, M.S.1
-
41
-
-
0346396455
-
Discussion on 'End depth in trapezoidal and exponential channels' by S. Murty Bhallamudi
-
Pagliara, S. 1995 Discussion on 'End depth in trapezoidal and exponential channels' by S. Murty Bhallamudi. J. Hydraul. Res. 33(2), 283-286.
-
(1995)
J. Hydraul. Res.
, vol.33
, Issue.2
, pp. 283-286
-
-
Pagliara, S.1
-
42
-
-
0012227814
-
Discussion on 'Discharge prediction in smooth trapezoidal free overfall'
-
by R. D. Gupta, M. Jamil and M. Moshin
-
Pagliara, S. & Viti, C. 1995 Discussion on 'Discharge prediction in smooth trapezoidal free overfall' by R. D. Gupta, M. Jamil and M. Moshin. J. Irrig. Drain. Eng., ASCE 121(1), 128-130.
-
(1995)
J. Irrig. Drain. Eng., ASCE
, vol.121
, Issue.1
, pp. 128-130
-
-
Pagliara, S.1
Viti, C.2
-
43
-
-
28244500557
-
Prediction of the End depth ratio and discharge in semi circular and circular shaped channels using support vector machines
-
Pal, M. & Goel, A. 2006 Prediction of the End depth ratio and discharge in semi circular and circular shaped channels using support vector machines. Flow Meas. Instrum. 17, 50-57.
-
(2006)
Flow Meas. Instrum.
, vol.17
, pp. 50-57
-
-
Pal, M.1
Goel, A.2
-
44
-
-
34548509470
-
Estimation of discharge and end depth in trapezoidal channel by support vector machines
-
Pal, M. & Goel, A. 2007 Estimation of discharge and end depth in trapezoidal channel by support vector machines. Water Resour. Manage. 21, 1763-1780.
-
(2007)
Water Resour. Manage
, vol.21
, pp. 1763-1780
-
-
Pal, M.1
Goel, A.2
-
45
-
-
65549161963
-
-
Lulu.com Publisher, Raleigh, NC
-
Poli, R., Langdon, W. B. & McPhee, N. F. 2008 A Field Guide to Genetic Programming. Lulu.com Publisher, Raleigh, NC.
-
(2008)
A Field Guide to Genetic Programming
-
-
Poli, R.1
Langdon, W.B.2
McPhee, N.F.3
-
46
-
-
6444243574
-
End depth computation in inverted semi circular channels using ANNs
-
Raikar, R. V., Nagesh Kumar, D. & Dey, S. 2004 End depth computation in inverted semi circular channels using ANNs. Flow Meas. Instrum. 15, 285-293.
-
(2004)
Flow Meas. Instrum.
, vol.15
, pp. 285-293
-
-
Raikar, R.V.1
Kumar, N.D.2
Dey, S.3
-
47
-
-
0002358663
-
End depth for exponential channels
-
Rajaratnam, N. & Muralidhar, D. 1964a End depth for exponential channels. J. Irrig. Drain. Div., ASCE 90(1), 17-36.
-
(1964)
J. Irrig. Drain. Div., ASCE
, vol.90
, Issue.1
, pp. 17-36
-
-
Rajaratnam, N.1
Muralidhar, D.2
-
48
-
-
0002358661
-
End depth for circular channels
-
Rajaratnam, N. & Muralidhar, D. 1964b End depth for circular channels. J. Hydraul. Div., ASCE 90(2), 99-119.
-
(1964)
J. Hydraul. Div., ASCE
, vol.90
, Issue.2
, pp. 99-119
-
-
Rajaratnam, N.1
Muralidhar, D.2
-
49
-
-
0000455843
-
Characteristics of rectangular free overfall
-
Rajaratnam, N. & Muralidhar, D. 1968a Characteristics of rectangular free overfall. J. Hydraul. Res. 6(3), 233-258.
-
(1968)
J. Hydraul. Res.
, vol.6
, Issue.3
, pp. 233-258
-
-
Rajaratnam, N.1
Muralidhar, D.2
-
50
-
-
0000249873
-
The rectangular free overfall
-
Rajaratnam, N. & Muralidhar, D. 1968b The rectangular free overfall. J. Hydraul. Div., ASCE 94(3), 849-850.
-
(1968)
J. Hydraul. Div., ASCE
, vol.94
, Issue.3
, pp. 849-850
-
-
Rajaratnam, N.1
Muralidhar, D.2
-
52
-
-
0016886271
-
Roughness effect of rectangular free overfall
-
Rajaratnam, N. & Muralidhar, D. 1976 Roughness effect of rectangular free overfall. J. Hydraul. Div. 102(5), 559-614.
-
(1976)
J. Hydraul. Div.
, vol.102
, Issue.5
, pp. 559-614
-
-
Rajaratnam, N.1
Muralidhar, D.2
-
53
-
-
33746109524
-
VOF model for simulation of a free overfall in trapezoidal channels
-
Ramamurthy, A. S., Qu, J. & Vo, D. 2006 VOF model for simulation of a free overfall in trapezoidal channels. J. Irrig. Drain. Eng., ASCE 132(4), 425-428.
-
(2006)
J. Irrig. Drain. Eng., ASCE
, vol.132
, Issue.4
, pp. 425-428
-
-
Ramamurthy, A.S.1
Qu, J.2
Vo, D.3
-
54
-
-
0000855243
-
Discharge characteristics of the free overfall
-
Rouse, H. 1936 Discharge characteristics of the free overfall. Civil Eng., ASCE 6(4), 257-260.
-
(1936)
Civil Eng., ASCE
, vol.6
, Issue.4
, pp. 257-260
-
-
Rouse, H.1
-
55
-
-
0001684201
-
Brink depth for a circular channel
-
Smith, C. D. 1962 Brink depth for a circular channel. J. Hydraul. Div., ASCE 88(6), 125-134.
-
(1962)
J. Hydraul. Div., ASCE
, vol.88
, Issue.6
, pp. 125-134
-
-
Smith, C.D.1
-
56
-
-
0001356717
-
Relaxation methods applied to engineering problems
-
Southwell, R. V. & Vaisey, G. 1946 Relaxation methods applied to engineering problems. Philos. Trans. 240(815), 117-161.
-
(1946)
Philos. Trans.
, vol.240
, Issue.815
, pp. 117-161
-
-
Southwell, R.V.1
Vaisey, G.2
-
58
-
-
0035738422
-
The free overfall as a flow measuring device in a circular channel
-
Sterling, M. & Knight, D. W. 2001 The free overfall as a flow measuring device in a circular channel. Proc. Inst. Civil Eng., Water Maritime Eng. 148(4), 235-243.
-
(2001)
Proc. Inst. Civil Eng., Water Maritime Eng.
, vol.148
, Issue.4
, pp. 235-243
-
-
Sterling, M.1
Knight, D.W.2
-
59
-
-
77955649407
-
-
MSc Thesis, Middle East Technical University, Ankara, Turkey
-
Turan, C. 2002 Experimental Studies on Free Overfall. MSc Thesis, Middle East Technical University, Ankara, Turkey.
-
(2002)
Experimental Studies on Free Overfall
-
-
Turan, C.1
-
61
-
-
77955635243
-
The California pipe method of water measurement
-
August 3
-
Van Leer, B. R. 1922 The California Pipe Method of Water Measurement, Engineering News Record, August 3.
-
(1922)
Engineering News Record
-
-
Van Leer, B.R.1
-
62
-
-
77955635243
-
The California pipe method of water measurement
-
August 21
-
Van Leer, B. R. 1924 The California Pipe Method of Water Measurement, Engineering News Record, August 21.
-
(1924)
Engineering News Record
-
-
Van Leer, B.R.1
|