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Cumulative contents
CUMULATIVE CONTENTS Volume 2, Number 1, March 1979
Fuzzy set approaches to planning in the Grand River basin
H. Alley C. P. Bacinello Keith W. Hipel
Unsteady-state, two-dimensional response of leaky aquifers to stream stage fluctuations
Raymond J. Dever Jr. Robert W. Cleary
13
Vertical and horizontal land deformation in a desaturating porous medium
Nader M. Safai George F. Pinder
19
A water pollution prediction system by the finite element method
Y. Matsuda
27
Steady state moisture flows in unsaturated soil containing a plane, isolated, impermeable barrier
D. K. Babu
35
Two-step algorithm for design-stage long-term control of a multipurpose reservoir
Slobodan Simonovic
47
Mohammad Akram Gill S. Mustafa
51
Technical Note
On the Muskingum method of flood routing Book Review
55
Erratum
55
Calendar
56
Volume 2, Number 2, June 1979
Foundation theories of solute transport in porous media: a critical review
Garrison Sposito Vijay K. Gupta R. N. Bhattacharya
59
On the growth of instabilities in groundwater due to temperature and salinity gradients
Hillel Rubin Cornel Roth
69
Exact aquitard response functions for multiple aquifer mechanics
Emil O. Frind
77
Boundary element for fluid flow
C. A. Brebbia L. C. Wrobel
83
Comparison of finite element and finite difference methods in thermal discharge investigations
L. D. Spraggs
91
A direct solution to the inverse problem in groundwater flow
D. H. Tang G. F. Pinder
97
Comments on 'Simulation of groundwater flow and mass transport under uncertainty' by D. H. Tang and G. F. Pinder
Lyn W. Gelhar John L. Wilson Allan L. Gutjahr
101
Response of the Comments by L. W. Gelhar et al.
George F. Pinder D. H. Tang
102
Research Note
Book Review Announcement
102 103
Calendar
104
Advances in Water Resources, 1979, Volume 2, December
209
Volume 2, Number 3, September 1979
Management of river flow and control of water quality in an industrial river
Jacques C. J. Nihoul
107
Tidal currents measured near a British coastal power station
J. F. Macqueen G. C. C. Parker
113
Solution to unsymmetric finite element diffusive-convective equations by a modified conjugate gradient method
Giuseppe Gambolati
123
General conservation equations for multi-phase systems: I. Averaging procedure
Majid Hassanizadeh William G. Gray
131
Direct analytical solutions for approximate surge analysis
E. Moore J. J. Sharp
145
Wave motion in rockfill embankments
A. A. Hannoura J. A. McCorquodale
149
Book Reviews
153
Calendar
154
Volume 2, Number 4, December 1979
A taxation scheme for river quality control
G. Guariso S, Rinaldi R. Soncini-Sessa
159
Three-dimensional seepage through a homogeneous dam
John Caffrey John C. Bruch Jr.
167
A two-dimensional hydrodynamic model of a tidal estuary
Roy A. Walters Ralph T. Cheng
177
Application of recent results in functional analysis to the problem of water tables
Yoshisuke Nakano
185
General conservation equations for multi-phase systems: 2. Mass, momenta, energy, and entropy equations
Majid Hassanizadeh William G. Gray
191
Book Review
205
Calendar
205
Author Index
208
Cumulative Contents
209
Erratum
210
ERRATUM 'Management of river flow and control of water quality in an industrial river', J. C. J. Nihoul, Adv. Water Resources, 1979, Vol. 2, No. 3: Page 108, l.h. column: 3 lines below equation (3), delete sea; equation (5) should read: B. = {D"(T " - T,,(x.))- D~,(T~,- T,,lx.))}6(x- x.); penultimate line should read: = D~,, T" = T~, and equation (5) gives zero. The effect of the affluent is restricted to the contribution of the second term in the left hand side of equation (2) and reduces to: - D",,O(x.)6(x - x.)
210
Advances in Water Resources, 1979, Volume 2, December
Page 108, r.h. column: line 8,jbr x+x,,, read, x=x~. Page 109, I.h. column: left-hand side of equation (8) should read: Oi(xi,t )= Page 109, r.h. column: equation (16) should read:
o
equation (19),Jor dy read dll Page 110, l.h. column: equation (24L./br ~i(.\i,I}, re,d O'i{Xi,/-- t I )
We apologize for these errors.
Fuzzy set approaches to planning in the Grand River basin
H. Alley C. P. Bacinello Keith W. Hipel
Unsteady-state, two-dimensional response of leaky aquifers to stream stage fluctuations
Raymond J. Dever Jr. Robert W. Cleary
13
Vertical and horizontal land deformation in a desaturating porous medium
Nader M. Safai George F. Pinder
19
A water pollution prediction system by the finite element method
Y. Matsuda
27
Steady state moisture flows in unsaturated soil containing a plane, isolated, impermeable barrier
D. K. Babu
35
Two-step algorithm for design-stage long-term control of a multipurpose reservoir
Slobodan Simonovic
47
Mohammad Akram Gill S. Mustafa
51
Technical Note
On the Muskingum method of flood routing Book Review
55
Erratum
55
Calendar
56
Volume 2, Number 2, June 1979
Foundation theories of solute transport in porous media: a critical review
Garrison Sposito Vijay K. Gupta R. N. Bhattacharya
59
On the growth of instabilities in groundwater due to temperature and salinity gradients
Hillel Rubin Cornel Roth
69
Exact aquitard response functions for multiple aquifer mechanics
Emil O. Frind
77
Boundary element for fluid flow
C. A. Brebbia L. C. Wrobel
83
Comparison of finite element and finite difference methods in thermal discharge investigations
L. D. Spraggs
91
A direct solution to the inverse problem in groundwater flow
D. H. Tang G. F. Pinder
97
Comments on 'Simulation of groundwater flow and mass transport under uncertainty' by D. H. Tang and G. F. Pinder
Lyn W. Gelhar John L. Wilson Allan L. Gutjahr
101
Response of the Comments by L. W. Gelhar et al.
George F. Pinder D. H. Tang
102
Research Note
Book Review Announcement
102 103
Calendar
104
Advances in Water Resources, 1979, Volume 2, December
209
Volume 2, Number 3, September 1979
Management of river flow and control of water quality in an industrial river
Jacques C. J. Nihoul
107
Tidal currents measured near a British coastal power station
J. F. Macqueen G. C. C. Parker
113
Solution to unsymmetric finite element diffusive-convective equations by a modified conjugate gradient method
Giuseppe Gambolati
123
General conservation equations for multi-phase systems: I. Averaging procedure
Majid Hassanizadeh William G. Gray
131
Direct analytical solutions for approximate surge analysis
E. Moore J. J. Sharp
145
Wave motion in rockfill embankments
A. A. Hannoura J. A. McCorquodale
149
Book Reviews
153
Calendar
154
Volume 2, Number 4, December 1979
A taxation scheme for river quality control
G. Guariso S, Rinaldi R. Soncini-Sessa
159
Three-dimensional seepage through a homogeneous dam
John Caffrey John C. Bruch Jr.
167
A two-dimensional hydrodynamic model of a tidal estuary
Roy A. Walters Ralph T. Cheng
177
Application of recent results in functional analysis to the problem of water tables
Yoshisuke Nakano
185
General conservation equations for multi-phase systems: 2. Mass, momenta, energy, and entropy equations
Majid Hassanizadeh William G. Gray
191
Book Review
205
Calendar
205
Author Index
208
Cumulative Contents
209
Erratum
210
ERRATUM 'Management of river flow and control of water quality in an industrial river', J. C. J. Nihoul, Adv. Water Resources, 1979, Vol. 2, No. 3: Page 108, l.h. column: 3 lines below equation (3), delete sea; equation (5) should read: B. = {D"(T " - T,,(x.))- D~,(T~,- T,,lx.))}6(x- x.); penultimate line should read: = D~,, T" = T~, and equation (5) gives zero. The effect of the affluent is restricted to the contribution of the second term in the left hand side of equation (2) and reduces to: - D",,O(x.)6(x - x.)
210
Advances in Water Resources, 1979, Volume 2, December
Page 108, r.h. column: line 8,jbr x+x,,, read, x=x~. Page 109, I.h. column: left-hand side of equation (8) should read: Oi(xi,t )= Page 109, r.h. column: equation (16) should read:
o
equation (19),Jor dy read dll Page 110, l.h. column: equation (24L./br ~i(.\i,I}, re,d O'i{Xi,/-- t I )
We apologize for these errors.