-
1
-
-
0034174280
-
Artificial neural networks in hydrology. I: Preliminary concepts
-
DOI 10.1061/(ASCE)1084-0699(2000)5:2(115)
-
ASCE (2000a). Artificial neural networks in hydrology I: Preliminary concepts. J. Hydrologic Engng. 5 (2), 115-123. (Pubitemid 30458083)
-
(2000)
Journal of Hydrologic Engineering
, vol.5
, Issue.2
, pp. 115-123
-
-
Govindaraju, R.S.1
-
2
-
-
0034174396
-
Artificial neural networks in hydrology. II: Hydrologic applications
-
DOI 10.1061/(ASCE)1084-0699(2000)5:2(124)
-
ASCE (2000b). Artificial neural networks in hydrology II: Hydrologic applications. J. Hydrologic Engng. 5 (2), 124-137. (Pubitemid 30458084)
-
(2000)
Journal of Hydrologic Engineering
, vol.5
, Issue.2
, pp. 124-137
-
-
Govindaraju, R.S.1
-
5
-
-
34248631948
-
Machine learning approach to modeling sediment transport
-
DOI 10.1061/(ASCE)0733-9429(2007)133:4(440)
-
Bhattacharya B. Price R. K. Solomatine D. P. (2007). Machine learning approach to modelling sediment transport. J. Hydr. Engng. 133 (4), 440-450. (Pubitemid 46773158)
-
(2007)
Journal of Hydraulic Engineering
, vol.133
, Issue.4
, pp. 440-450
-
-
Bhattacharya, B.1
Price, R.K.2
Solomatine, D.P.3
-
6
-
-
0036221122
-
Optimal division of data for neural network models in water resources applications
-
Bowden G. J. Maier H. R. Dandy G. C. (2002). Optimal division of data for neural network models in water resources applications. Water Resour. Res. 38 (2), 1-11. (Pubitemid 34281296)
-
(2002)
Water Resources Research
, vol.38
, Issue.2
, pp. 21-211
-
-
Bowden, G.J.1
Maier, H.R.2
Dandy, G.C.3
-
8
-
-
85040292972
-
Compilation of alluvial channel data: Laboratory and field
-
Report KH-R-43B, W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena CA, USA
-
Brownlie W. R. (1981). Compilation of alluvial channel data: Laboratory and field. Report KH-R-43B, W. M. Keck Laboratory of Hydraulics and Water Resources, Division of Engineering and Applied Science, California Institute of Technology, Pasadena CA, USA.
-
(1981)
Division of Engineering and Applied Science
-
-
Brownlie, W.R.1
-
9
-
-
0033512986
-
A comparison of artificial neural networks used for river flow forecasting
-
Dawson C Wilby R. (1999). A comparison of Artificial Neural Networks for river flow forecasting. Hydrology and Earth Sys. Sci. 3 (4), 529-540. (Pubitemid 30192373)
-
(1999)
Hydrology and Earth System Sciences
, vol.3
, Issue.4
, pp. 529-540
-
-
Dawson, C.W.1
Wilby, R.L.2
-
10
-
-
0034749335
-
Hydrological modelling using artificial neural networks
-
DOI 10.1191/030913301674775671
-
Dawson C Wilby R. (2001). Hydrological modelling using Artificial Neural Networks. Prog. Phys. Geography 25 (1), 80-108. (Pubitemid 33028258)
-
(2001)
Progress in Physical Geography
, vol.25
, Issue.1
, pp. 80-108
-
-
Dawson, C.W.1
Wilby, R.L.2
-
11
-
-
0000028919
-
Etudes du régime et Taction exercée par les eaux sur un lit à fond de graviers indefiniment affouiable
-
Du Boys P. (1879). Etudes du régime et Taction exercée par les eaux sur un lit à fond de graviers indefiniment affouiable. Ann. Ponts et Chaussées 49 (18), 141-195.
-
(1879)
Ann. Ponts et Chaussées
, vol.49
, Issue.18
, pp. 141-195
-
-
Boys, D.P.1
-
12
-
-
0003215778
-
The bedload function for sediment transportation in open channels
-
U. S. Dept. Agric. Soil Conserv. Serv., Washington DC, USA
-
Einstein H. A. (1950). The bedload function for sediment transportation in open channels. Tech. Bull. 1026, U. S. Dept. Agric. Soil Conserv. Serv., Washington DC, USA.
-
(1950)
Tech. Bull. 1026
-
-
Einstein, H.A.1
-
13
-
-
33747332803
-
Next generation artificial neural networks for civil engineering
-
Flood I. (2006). Next generation artificial neural networks for civil engineering. J. Comput. Civil Engng. 20 (5), 305-307. (Pubitemid 44244784)
-
(2006)
Journal of Computing in Civil Engineering
, vol.20
, Issue.5
, pp. 305-307
-
-
Flood, I.1
-
14
-
-
0028416331
-
Neural networks in civil engineering
-
Flood I. Kartam N. (1994a). Neural networks in civil engineering. J. Comput. Civ. Engng. 8 (2), 131-162.
-
(1994)
J. Comput. Civ. Engng.
, vol.8
, Issue.2
, pp. 131-162
-
-
Flood, I.1
Kartam, N.2
-
15
-
-
0026282776
-
Bedload transport
-
Gomez B. (1991). Bedload transport. Earth-Science Rev. 31, 89-132.
-
(1991)
Earth-Science Rev.
, vol.31
, pp. 89-132
-
-
Gomez, B.1
-
16
-
-
0024567706
-
An assessment of bed load sediment transport formulae for gravel bed rivers
-
Gomez B. Church M. (1989). Assessment of bed load sediment transport formulae for gravel bed rivers. Water Resour. Res. 25 (6), 1161-1186. (Pubitemid 231014)
-
(1989)
WATER RESOURCES RESEARCH
, vol.25
, Issue.6
, pp. 1161-1186
-
-
Gomez, B.1
Church, M.2
-
17
-
-
85001610949
-
Discussion of the Albert Shields story
-
Guo J. (1997). Discussion of The Albert Shields story. J. Hydr. Engng. 123 (7), 666.
-
(1997)
J. Hydr. Engng.
, vol.123
, Issue.7
, pp. 666
-
-
Guo, J.1
-
19
-
-
0036565919
-
Evaluation and improvement of bed load discharge formulas based on Helley-Smith sampling in an alpine gravel bed river
-
DOI 10.1061/(ASCE)0733-9429(2002)128:5(484)
-
Habersack H. Laronne J. B. (2002). Evaluation and improvement of bed load discharge formulas based on Helley-Smith Sampling in an Alpine gravel bed river. J. Hydr. Engng. 128 (5), 484-499. (Pubitemid 34527614)
-
(2002)
Journal of Hydraulic Engineering
, vol.128
, Issue.5
, pp. 484-499
-
-
Habersack, H.M.1
Laronne, J.B.2
-
21
-
-
0028543366
-
Training feedforward networks with the Marquardt algorithm
-
Hagan T. M. Menhaj M. B. (1994). Training feedforward networks with the Marquardt algorithm. IEEE Trans. Neural Network 5 (6), 989-993.
-
(1994)
IEEE Trans. Neural Network
, vol.5
, Issue.6
, pp. 989-993
-
-
Hagan, T.M.1
Menhaj, M.B.2
-
23
-
-
0024880831
-
Multilayer feedforward networks are universal approximators
-
DOI 10.1016/0893-6080(89)90020-8
-
Hornik K. Stinchcombe M. White H. (1989). Multilayer feedforward networks are universal approximators. Neural Networks 2, 359-366. (Pubitemid 20609008)
-
(1989)
Neural Networks
, vol.2
, Issue.5
, pp. 359-366
-
-
Hornik Kurt1
Stinchcombe Maxwell2
White Halbert3
-
24
-
-
0032920124
-
Evaluating the use of 'goodness-of-fit' measures in hydrologic and hydroclimatic model validation
-
DOI 10.1029/1998WR900018
-
Legates D. R. McCabe G. J. Jr. (1999). Evaluating the use of "goodness-of-fit" measures in hydrologic and hydroclimatic validation. Water Resour. Res. 35 (1), 233-241. (Pubitemid 29054163)
-
(1999)
Water Resources Research
, vol.35
, Issue.1
, pp. 233-241
-
-
Legates, D.R.1
McCabe Jr., G.J.2
-
26
-
-
14444284806
-
Prediction of live-bed scour at bridge abutments
-
DOI 10.1061/(ASCE)0733-9429(1998)124:6(635)
-
Lim S. Cheng N. (1998). Prediction of live-bed scour at bridge abutments. J. Hydr. Engng. 124 (6), 635-638. (Pubitemid 28424707)
-
(1998)
Journal of Hydraulic Engineering
, vol.124
, Issue.6
, pp. 635-638
-
-
Lim, S.-Y.1
Cheng, N.-S.2
-
27
-
-
0020330873
-
Effects of aggradation and degradation of riffle- pool morphology in natural gravel channels, northwestern California.
-
Lisle T. E. (1982). Effects of aggradation and degradation on riffle-pool morphology in natural gravel channels, Northwestern California. Water Resour. Res. 18 (6), 1643-1651. (Pubitemid 13264161)
-
(1982)
Water Resources Research
, vol.18
, Issue.6
, pp. 1643-1651
-
-
Lisle, T.E.1
-
28
-
-
0033957764
-
Neural networks for the prediction and forecasting of water resources variables: A review of modelling issues and applications
-
DOI 10.1016/S1364-8152(99)00007-9, PII S1364815299000079
-
Maier H. R. Dandy G. C. (2000). Neural networks for the prediction and forecasting of water resources variables: A review of modelling issues and applications. Environ. Model. Software 15, 101-124. (Pubitemid 30018318)
-
(2000)
Environmental Modelling and Software
, vol.15
, Issue.1
, pp. 101-124
-
-
Maier, H.R.1
Dandy, G.C.2
-
29
-
-
0037930658
-
Evaluation of bed load transport formulae using field evidence from the Vedder River, British Columbia
-
DOI 10.1016/S0169-555X(02)00348-3
-
Martin Y. (2003). Evaluation of bed load transport formulae using field evidence from the Vedder River, British Columbia. Geomorphology 53, 75-95. (Pubitemid 36761970)
-
(2003)
Geomorphology
, vol.53
, Issue.1-2
, pp. 75-95
-
-
Martin, Y.1
-
30
-
-
0033817479
-
Re-examination of Bagnold's empirical bedload formulae
-
Martin Y. Church M. (2000). Re-examination of Bagnold's empirical bedload formulae. Earth Surf. Process. Landforms 25, 1011-1024.
-
(2000)
Earth Surf. Process. Landforms
, vol.25
, pp. 1011-1024
-
-
Martin, Y.1
Church, M.2
-
31
-
-
25444431507
-
Testing bedload transport formulae using morphologic transport estimates and field data: Lower Fraser River, British Columbia
-
DOI 10.1002/esp.1200
-
Martin Y. Ham D. (2005). Testing bedload transport formulae using morphologic transport estimates and field data: Lower Fraser River, British Columbia. Earth Surf. Process. Landforms 30, 1265-1282. (Pubitemid 41372965)
-
(2005)
Earth Surface Processes and Landforms
, vol.30
, Issue.10
, pp. 1265-1282
-
-
Martin, Y.1
Ham, D.2
-
32
-
-
0002841755
-
Formulas for bed-load transport
-
Stockholm
-
Meyer-Peter E. Müller R. (1948). Formulas for bed-load transport. 2nd IAHR Congress, Stockholm, 39-64.
-
(1948)
2nd IAHR Congress
, pp. 39-64
-
-
Meyer-Peter, E.1
Müller, R.2
-
33
-
-
0025572047
-
Surface-based bedload transport relation for gravel rivers
-
Parker G. (1990). Surface-based bedload transport relation for gravel rivers, J. Hydr. Res. 28 (4), 417-436. (Pubitemid 247807)
-
(1990)
J. HYDRAULIC RESEARCH
, vol.28
, Issue.4
, pp. 417-436
-
-
Parker, G.1
-
34
-
-
0020114271
-
Bedload and size distribution in paved gravel-bed streams
-
Parker G. Klingeman P. C. McLean D. G. (1982). Bedload and size distribution in paved gravel-bed streams. J. Hydr. Div. ASCE 108 (HY4), 544-571.
-
(1982)
J. Hydr. Div. ASCE
, vol.108
, Issue.4 HY
, pp. 544-571
-
-
Parker, G.1
Klingeman, P.C.2
McLean, D.G.3
-
37
-
-
27644448548
-
Simulation of flood flow in a river system using artificial neural networks
-
Advances in Flood Forecasting
-
Shresta, R. R. Theobald S. Nestmann F. (2005). Simulation of flood flow in a river system using Artificial Neural Networks for flow forecasting. Hydrology and Earth Sys. Sci. 9 (4), 313-321. (Pubitemid 41555690)
-
(2005)
Hydrology and Earth System Sciences
, vol.9
, Issue.4
, pp. 313-321
-
-
Shrestha, R.R.1
Theobald, S.2
Nestmann, F.3
-
38
-
-
0034021542
-
Statistically derived bedload formula for any fraction of nonuniform sediment
-
DOI 10.1061/(ASCE)0733-9429(2000)126:2(105)
-
Sun Z. Donahue J. (2000). Statistically derived bed load formula for any fraction of nonuniform sediment, J. Hydr. Engng. 126 (2), 105-111. (Pubitemid 30161722)
-
(2000)
Journal of Hydraulic Engineering
, vol.126
, Issue.2
, pp. 105-111
-
-
Sun, Z.1
Donahue, J.2
-
39
-
-
0021561247
-
Sediment transport i: Bed load transport
-
Van Rijn L. (1984). Sediment transport I: Bed load transport. J. Hydr. Engng. 110 (10), 1431-1455.
-
(1984)
J. Hydr. Engng.
, vol.110
, Issue.10
, pp. 1431-1455
-
-
Rijn, V.L.1
-
40
-
-
0028666076
-
Variability of bedload transport and channel morphology in a braided river hydraulic model
-
Warburton J. Davies T. (1994). Variability of bedload transport and channel morphology in a braided river hydraulic model. Earth Surf. Process. Landforms 19 (5), 403-421. (Pubitemid 285226)
-
(1994)
Earth Surface Processes & Landforms
, vol.19
, Issue.5
, pp. 403-421
-
-
Warburton, J.1
Davies, T.2
-
41
-
-
0037330441
-
Surface-based transport model for mixed-size sediment
-
DOI 10.1061/(ASCE)0733-9429(2003)129:2(120)
-
Wilcock P. R. Crowe J. C. (2003). Surface-based transport model for mixed-size sediment. J. Hydr. Engng. 129 (2), 120-128. (Pubitemid 36261232)
-
(2003)
Journal of Hydraulic Engineering
, vol.129
, Issue.2
, pp. 120-128
-
-
Wilcock, P.R.1
Crowe, J.C.2
-
42
-
-
0011854198
-
Measured total sediment loads
-
for 93 United States streams. Report, USGS, Denver CO, USA
-
Williams G. P. Rosgen D. L. (1989). Measured total sediment loads (Suspended loads and bedloads) for 93 United States streams. Report 89-67, USGS, Denver CO, USA.
-
(1989)
(Suspended loads and bedloads)
, pp. 89-67
-
-
Williams, G.P.1
Rosgen, D.L.2
-
43
-
-
0021143631
-
Unit stream power equation for gravel.
-
Yang C. T. (1984). Unit stream power equation for gravel. J. Hydr. Engng. 110 (12), 1738-1797. (Pubitemid 155378)
-
(1984)
J. HYDRAUL. ENGNG. (ASCE)
, vol.110
, Issue.12
, pp. 1783-1797
-
-
Yang, C.T.1
-
44
-
-
18144386555
-
Sediment transport capacity in rivers
-
Yang S.-Q. (2005). Sediment transport capacity in rivers. J. Hydr. Res. 42 (3), 131-138. (Pubitemid 40621459)
-
(2005)
Journal of Hydraulic Research
, vol.43
, Issue.2
, pp. 131-138
-
-
Yang, S.-Q.1
-
45
-
-
0037263766
-
Total load transport formula for flow in alluvial channels
-
DOI 10.1061/(ASCE)0733-9429(2003)129:1(68)
-
Yang S.-Q. Lim S.-Y. (2003). Total load transport formula for flow in alluvial channels. J. Hydr. Engng. 129 (1), 68-72. (Pubitemid 36175112)
-
(2003)
Journal of Hydraulic Engineering
, vol.129
, Issue.1
, pp. 68-72
-
-
Yang, S.-Q.1
Lim, S.-Y.2
-
46
-
-
0032848073
-
Analytische losung fur den geschiebetrieb
-
Zanke U. (1999). Analytische Lösung für den Geschiebetrieb. Wasser und Boden 51 (6), 46-52 [in German]. (Pubitemid 29430955)
-
(1999)
Wasser und Boden
, vol.51
, Issue.6
, pp. 46-52
-
-
Zanke, U.C.E.1
|