Authors

Journal of Groundwater Research
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A.T. Balkema1 and G. Westers2
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1
A.A.Balkema Publishers, Rotterdam, Netherlands
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2
New Institute, Gouda, Netherlands
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Abstract (Bold 12 Points in Times New Roman)
Text (11points in Times New Roman) Authors of papers to proceedings have to type
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1. Introduction (Bold 12 Points in Times New Roman)
Text (11points in Times New Roman) Authors of papers to proceedings have to type
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1.2 Type area (Bold 11 Points in Times New Roman)
Text (11points in Times New Roman) Authors of papers to proceedings have to type
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Text (11points in Times New Roman) Authors of papers to proceedings have to type
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And so on
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Text (11points in Times New Roman) Authors of papers to proceedings have to type thes
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2.1 Subheading (Bold 11 Points in Times New Roman)
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Journal of Groundwater Research
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Acknowledgment (Bold 12 Points in Times New Roman)
Text (11points in Times New Roman) Authors of papers to proceedings have to type
these in a form suitable for direct photographic reproduction by the publisher. In order to ensure
uniform style throughout the volume, all the papers have to be prepared strictly according to the
instructions set below. A laser printer should be used to print the text. The camera-ready copy
will be reduced to 85% by the publisher and will be printed by him in black only. For the convenience of the authors template files for MS Word 6.0 (and higher) is provided.
References (Bold 12 Points in Times New Roman)
Text (11points in Times New Roman)
Anderman, E. R., Hill M. C., and Poeter, E. P., 1996. Two-dimensional advective transport in
groundwater
flow parameter estimation. Groundwater, 34(6), 1001-1009.
Aly I El-Kadi (Ed.), 1995. Groundwater Models for Resources Analysis and Management. Boca
Raton: Lewis.
Beck, J. V., and Arnold, K. J., 1977. Parameter Estimation in Engineering and Science.
Newyork: John Wiley and Sons.
Carrera, J., and Neuman, S. P., 1986b. Estimation of aquifer parameters under transient and
steady state conditions, 2, Uniqueness, stability, and solution algorithms. Water Resour.Res., 22(2), 211-227.
Deb, K., 1995. Optimization for Engineering Design Algorithms and Examples. New Delhi: PHI
pvt. Ltd.
Fletcher, R., 1987. Practical Methods of Optimization. New York: John Wiley and Sons.
Hantush, M. M. and Marino, M. A., 1997. Stochastic solutions to inverse problem in groundwater. J. Hydraulic Engg., 123(12),1139-1146.
Prasad, K. L., 2000. Inverse Modeling of Groundwater Systems to Estimate System Parameters.
Ph.D. thesis, Department of Civil Engineering, I.I.T. Bombay, India.
Prasad, K. L. and Rastogi, A. K., 2001. Estimating net aquifer recharge and zonal hydraulic conductivity values for Mahi Right Bank Canal Project Area, India by Genetic Algorithm. J.
Hydrol.,243, 149-161.
Rastogi, A. K., 1989. Optimal pumping policy and groundwater balance of Blue Lake aquifer California, involving non linear groundwater hydraulics. J. Hydrol. 111, 177-194.
Sharief, S. M. V., Eldho, T. I. and Rastogi, A. K., 2006. Optimal design of pump and treat
groundwater pollution remediation by steady state genetic algorithm. 3rd APHW Conference on Wise Water Resources Management towards Sustainable Growth and Poverty
Reduction - 16-18 Oct, Bangkok. (in CD)
Snehalatha, S. and Rastogi, A. K., 2003. Computation of phreatic aquifer parameters by simulated annealing. Hydrol. J., 26(4), 1-11.
Sudhir, K. P. and Jain, S. K., 2003. Radial basis function neural network modeling rating curves.
J. Hydraul. Engg. ASCE , 8, 161-164.
Ukarande, S. K. and Rastogi, A. K., 2003. Modeling of sea water intrusion in multilayered
coastal aquifers. Proc. 2nd International Conference on Water Quality Management, part
II: 12-25, CBIP, New Delhi, Feb. 13-15.
Yeh, W. W. G., 1975. Aquifer parameter estimation. J. Hyd. Div., ASCE, 101 (HY9), 1197-1209.
Zheng, C. and Wang, P. 1996. Parameter structure identification using tabu search and simulated
annealing. Adv. Water Resour., 19(4), 215-224.
Journal of Groundwater Research
Equations
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by these numbers. See for example Equation 1 below:
From the above we note that sin  = (x + y)z or:
Kt

 1 
 ca


  tan  
R2
4
(1)
k1
where ca = interface adhesion;  = friction angle at interface; and k1 = shear stiffness number.
Tables
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See for example Table 2.
Table1.
Margin settings for A4 size paper and letter size paper.
_______________________________________________________________
Setting
A4
size paper
________________
Letter
size paper
________________
cm
inches
cm
inches
_______________________________________________________________
Top
2.5
0.98"
1.75
0.69"
Bottom
3.0
1.18"
2.01
0.79"
Left
3.0
1.18"
3.28
1.29"
Right
3.0
1.18"
3.28
1.29"
All
other
0.0
0.0"
0.0
0.0"
_______________________________________________________________
headings, 1½ blank lines (18 pt) above and a ½ blank line (6 pt) beneath the secondary headings
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Table
2. The number of officially reported plaque cases in the world.
_____________________________________________________________________________
Region*
1968
1970
1972
1974
1976
1978
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Africa
America
Asia
172
392
4395
27
326
4111
85
301
2312
128
297
1408
183
321
2230
77
142
518
Total
4959
4464
2698
1833
2734
737
_____________________________________________________________________________
*For Europe only one imported case in 1970.
Journal of Groundwater Research
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