-
1
-
-
0019227931
-
Modeling groundwater flow over sloping lands
-
Chapman T.G. Modeling groundwater flow over sloping lands. Water Resour. Res. 16 (1980) 1114-1118
-
(1980)
Water Resour. Res.
, vol.16
, pp. 1114-1118
-
-
Chapman, T.G.1
-
2
-
-
0006079721
-
A rigorous proof of the Dupuit formula for unconfined seepage with a seepage face
-
(in Russian)
-
Charny I.A. A rigorous proof of the Dupuit formula for unconfined seepage with a seepage face. Dokl. Akad. Nauk SSSR 79 (1951) 937-940 (in Russian)
-
(1951)
Dokl. Akad. Nauk SSSR
, vol.79
, pp. 937-940
-
-
Charny, I.A.1
-
3
-
-
0004418273
-
The water table, equipotentials and streamlines in drained land III
-
Childs E.C. The water table, equipotentials and streamlines in drained land III. Soil Sci. 59 (1945) 405-415
-
(1945)
Soil Sci.
, vol.59
, pp. 405-415
-
-
Childs, E.C.1
-
4
-
-
0000833185
-
Drainage of groundwater resting on a sloping bed
-
Childs E.C. Drainage of groundwater resting on a sloping bed. Water Resour. Res. 7 (1971) 1256-1263
-
(1971)
Water Resour. Res.
, vol.7
, pp. 1256-1263
-
-
Childs, E.C.1
-
5
-
-
24644443046
-
Le potentiel complexe d'un courant à surface libre dans une couche relativement mince pour k = f(z)
-
Guirinsky N.K. Le potentiel complexe d'un courant à surface libre dans une couche relativement mince pour k = f(z). C.R. Dokl. Acad. Sci. URSS 51 (1946) 341-342
-
(1946)
C.R. Dokl. Acad. Sci. URSS
, vol.51
, pp. 341-342
-
-
Guirinsky, N.K.1
-
6
-
-
84977300445
-
Viscous model study of drain spacing on sloping land and comparison with mathematical solution
-
Guitjens J.C., and Luthin J.N. Viscous model study of drain spacing on sloping land and comparison with mathematical solution. Water Resour. Res. 1 (1965) 523-530
-
(1965)
Water Resour. Res.
, vol.1
, pp. 523-530
-
-
Guitjens, J.C.1
Luthin, J.N.2
-
7
-
-
70349761023
-
-
PhD thesis, Department of Civil and Environmental Engineering, University of Massachusetts at Amherst, USA
-
Heyns, F.J., 2000. Railway track drainage design techniques. PhD thesis, Department of Civil and Environmental Engineering, University of Massachusetts at Amherst, USA.
-
(2000)
Railway track drainage design techniques
-
-
Heyns, F.J.1
-
8
-
-
0141570721
-
Unsaturated quasi-linear flow analysis in V-shaped domains
-
Kacimov A.R. Unsaturated quasi-linear flow analysis in V-shaped domains. J. Hydrol. 279 (2003) 70-82
-
(2003)
J. Hydrol.
, vol.279
, pp. 70-82
-
-
Kacimov, A.R.1
-
9
-
-
0001082492
-
Analytical formulae for traverse drainage of sloping lands with constant rainfall
-
Lesaffre B. Analytical formulae for traverse drainage of sloping lands with constant rainfall. Irrig. Drain. Syst. 1 (1987) 105-121
-
(1987)
Irrig. Drain. Syst.
, vol.1
, pp. 105-121
-
-
Lesaffre, B.1
-
10
-
-
70349770325
-
-
Parsons, B.K., 1990. Hydraulic conductivity of railroad ballast and track substructure drainage. Masters Project Report AAR90-372p. Department of Civil and Environmental Engineering, University of Massachusetts at Amhurst, USA.
-
Parsons, B.K., 1990. Hydraulic conductivity of railroad ballast and track substructure drainage. Masters Project Report AAR90-372p. Department of Civil and Environmental Engineering, University of Massachusetts at Amhurst, USA.
-
-
-
-
13
-
-
0001174622
-
The drainage of sloping lands
-
Schmid P., and Luthin J. The drainage of sloping lands. J. Geophys. Res. 69 (1964) 1525-1529
-
(1964)
J. Geophys. Res.
, vol.69
, pp. 1525-1529
-
-
Schmid, P.1
Luthin, J.2
-
14
-
-
0346396784
-
Drainage of groundwater resting on a sloping bed with uniform rainfall
-
Towner G.D. Drainage of groundwater resting on a sloping bed with uniform rainfall. Water Resour. Res. 11 (1975) 144-147
-
(1975)
Water Resour. Res.
, vol.11
, pp. 144-147
-
-
Towner, G.D.1
-
15
-
-
84981759333
-
Some problems in non-artesian ground-water flow
-
Werner P.W. Some problems in non-artesian ground-water flow. Trans. Am. Geophys. Union 38 (1957) 511-518
-
(1957)
Trans. Am. Geophys. Union
, vol.38
, pp. 511-518
-
-
Werner, P.W.1
-
16
-
-
0005478944
-
Groundwater flow over a sloping impermeable layer; 1. Application of the Dupuit-Forchheimer assumption
-
Wooding R.A., and Chapman T.G. Groundwater flow over a sloping impermeable layer; 1. Application of the Dupuit-Forchheimer assumption. J. Geophys. Res. 71 (1966) 2895-2902
-
(1966)
J. Geophys. Res.
, vol.71
, pp. 2895-2902
-
-
Wooding, R.A.1
Chapman, T.G.2
-
17
-
-
0022266270
-
Hillside seepage: an analytical solution to a nonlinear Dupuit-Forchheimer problem
-
Yates S.R., Warrick A.W., and Lomen D.O. Hillside seepage: an analytical solution to a nonlinear Dupuit-Forchheimer problem. Water Resour. Res. 21 (1985) 331-336
-
(1985)
Water Resour. Res.
, vol.21
, pp. 331-336
-
-
Yates, S.R.1
Warrick, A.W.2
Lomen, D.O.3
-
18
-
-
0242715733
-
Horizontal seepage through unconfined aquifers with hydraulic conductivity varying with depth
-
Youngs E.G. Horizontal seepage through unconfined aquifers with hydraulic conductivity varying with depth. J. Hydrol. 3 (1965) 283-296
-
(1965)
J. Hydrol.
, vol.3
, pp. 283-296
-
-
Youngs, E.G.1
-
19
-
-
24644501021
-
Exact analysis of certain problems of groundwater flow with free surface conditions
-
Youngs E.G. Exact analysis of certain problems of groundwater flow with free surface conditions. J. Hydrol. 4 (1966) 277-281
-
(1966)
J. Hydrol.
, vol.4
, pp. 277-281
-
-
Youngs, E.G.1
-
20
-
-
61349138922
-
Seepage through unconfined aquifers with lower boundaries of any shape
-
Youngs E.G. Seepage through unconfined aquifers with lower boundaries of any shape. Water Resour. Res. 7 (1971) 624-631
-
(1971)
Water Resour. Res.
, vol.7
, pp. 624-631
-
-
Youngs, E.G.1
-
21
-
-
68049110513
-
Dupuit-Forchheimer analyses of steady-state water-table heights due to accretion in drained lands overlying undulating sloping impermeable beds
-
10.1061/(ASCE)IR.1943-4774.0000096
-
Youngs E.G., and Rushton K.R. Dupuit-Forchheimer analyses of steady-state water-table heights due to accretion in drained lands overlying undulating sloping impermeable beds. J. Irrig. Drain. Eng. 135 (2009) 467-473 10.1061/(ASCE)IR.1943-4774.0000096
-
(2009)
J. Irrig. Drain. Eng.
, vol.135
, pp. 467-473
-
-
Youngs, E.G.1
Rushton, K.R.2
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