Errata for “Generalized Analytical Solutions for Groundwater Head in a Horizontal Aquifer in the Presence of Subsurface Drains” by Sushil K. Singh

Singh, Sushil K.

doi:10.1061/(ASCE)IR.1943-4774.0000258

Free access

ERRATA

Aug 13, 2010

Errata for “Generalized Analytical Solutions for Groundwater Head in a Horizontal Aquifer in the Presence of Subsurface Drains” by Sushil K. Singh

You are viewing the correction.

VIEW THE CORRECTED ARTICLE

Author: Sushil K. SinghAuthor Affiliations

Publication: Journal of Irrigation and Drainage Engineering

Volume 136, Issue 9

https://doi.org/10.1061/(ASCE)IR.1943-4774.0000258

PDF

The following should replace the corresponding elements of Table 1 on p. 300:


$x ∕ L$	$10 \min$	$30 \min$	$60 \min$	$100 \min$	$200 \min$	$300 \min$
Considering recharge; small saturated thickness
0.1	$0.437 \times 10^{+ 0}$	$0.277 \times 10^{+ 0}$	$0.213 \times 10^{+ 0}$	$0.173 \times 10^{+ 0}$	$0.940 \times 10^{- 1}$	$0.488 \times 10^{- 1}$
0.2	$0.676 \times 10^{+ 0}$	$0.496 \times 10^{+ 0}$	$0.393 \times 10^{+ 0}$	$0.318 \times 10^{+ 0}$	$0.175 \times 10^{+ 0}$	$0.910 \times 10^{- 1}$
0.3	$0.750 \times 10^{+ 0}$	$0.640 \times 10^{+ 0}$	$0.528 \times 10^{+ 0}$	$0.429 \times 10^{+ 0}$	$0.238 \times 10^{+ 0}$	$0.124 E + 00$
0.4	$0.763 \times 10^{+ 0}$	$0.716 \times 10^{+ 0}$	$0.612 \times 10^{+ 0}$	$0.498 \times 10^{+ 0}$	$0.278 \times 10^{+ 0}$	$0.145 E + 00$
0.5	$0.764 \times 10^{+ 0}$	$0.738 \times 10^{+ 0}$	$0.640 \times 10^{+ 0}$	$0.521 \times 10^{+ 0}$	$0.290 \times 10^{+ 0}$	$0.152 E + 00$
0.6	$0.763 \times 10^{+ 0}$	$0.716 \times 10^{+ 0}$	$0.612 \times 10^{+ 0}$	$0.498 \times 10^{+ 0}$	$0.278 \times 10^{+ 0}$	$0.145 E + 00$
0.7	$0.750 \times 10^{+ 0}$	$0.640 \times 10^{+ 0}$	$0.528 \times 10^{+ 0}$	$0.429 \times 10^{+ 0}$	$0.238 \times 10^{+ 0}$	$0.123 E + 00$
0.8	$0.676 \times 10^{+ 0}$	$0.496 \times 10^{+ 0}$	$0.393 \times 10^{+ 0}$	$0.318 \times 10^{+ 0}$	$0.176 \times 10^{+ 0}$	$0.921 \times 10^{- 1}$
0.9	$0.437 \times 10^{+ 0}$	$0.277 \times 10^{+ 0}$	$0.213 \times 10^{+ 0}$	$0.173 \times 10^{+ 0}$	$0.940 \times 10^{- 1}$	$0.489 \times 10^{- 1}$
Considering recharge and ET; small saturated thickness
0.1	$0.437 \times 10^{+ 0}$	$0.276 \times 10^{+ 0}$	$0.212 \times 10^{+ 0}$	$0.171 \times 10^{+ 0}$	$0.925 \times 10^{- 1}$	$0.477 \times 10^{- 1}$
0.2	$0.675 \times 10^{+ 0}$	$0.495 \times 10^{+ 0}$	$0.391 \times 10^{+ 0}$	$0.316 \times 10^{+ 0}$	$0.173 \times 10^{+ 0}$	$0.894 \times 10^{- 1}$
0.3	$0.750 \times 10^{+ 0}$	$0.638 \times 10^{+ 0}$	$0.526 \times 10^{+ 0}$	$0.425 \times 10^{+ 0}$	$0.234 \times 10^{+ 0}$	$0.122 \times 10^{+ 0}$
0.4	$0.762 \times 10^{+ 0}$	$0.714 \times 10^{+ 0}$	$0.608 \times 10^{+ 0}$	$0.493 \times 10^{+ 0}$	$0.273 \times 10^{+ 0}$	$0.141 \times 10^{+ 0}$
0.5	$0.764 \times 10^{+ 0}$	$0.736 \times 10^{+ 0}$	$0.636 \times 10^{+ 0}$	$0.516 \times 10^{+ 0}$	$0.286 \times 10^{+ 0}$	$0.149 \times 10^{+ 0}$
0.6	$0.762 \times 10^{+ 0}$	$0.714 \times 10^{+ 0}$	$0.608 \times 10^{+ 0}$	$0.493 \times 10^{+ 0}$	$0.274 \times 10^{+ 0}$	$0.142 \times 10^{+ 0}$
0.7	$0.750 \times 10^{+ 0}$	$0.638 \times 10^{+ 0}$	$0.526 \times 10^{+ 0}$	$0.425 \times 10^{+ 0}$	$0.235 \times 10^{+ 0}$	$0.121 \times 10^{+ 0}$
0.8	$0.675 \times 10^{+ 0}$	$0.495 \times 10^{+ 0}$	$0.391 \times 10^{+ 0}$	$0.316 \times 10^{+ 0}$	$0.172 \times 10^{+ 0}$	$0.895 \times 10^{- 1}$
0.9	$0.437 \times 10^{+ 0}$	$0.276 \times 10^{+ 0}$	$0.212 \times 10^{+ 0}$	$0.171 \times 10^{+ 0}$	$0.925 \times 10^{- 1}$	$0.480 \times 10^{- 1}$

Information & Authors

Information

Published In

Journal of Irrigation and Drainage Engineering

Volume 136 • Issue 9 • September 2010

Pages: 674

Copyright

History

Received: Jun 16, 2009

Accepted: Apr 16, 2010

Published online: Aug 13, 2010

Published in print: Sep 2010

Permissions

Request permissions for this article.

Request Permissions

Authors

Affiliations

Sushil K. Singh

Scientist, National Institute of Hydrology, Roorkee-247667, Uttarakhand, India. E-mail: [email protected]

View all articles by this author

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Errata for “Generalized Analytical Solutions for Groundwater Head in a Horizontal Aquifer in the Presence of Subsurface Drains” by Sushil K. Singh

Information & Authors

Information

Published In

Copyright

History

Permissions

Authors

Affiliations

Metrics & Citations

Metrics

Citations

Download citation

View Options

Media

Figures

Other

Tables

PREVIOUS ARTICLE

NEXT ARTICLE

Verify Phone

Congrats!

Information

Published In

Copyright

History

Permissions

Authors

Affiliations

Metrics

Citations

Download citation

Figures

Other

Share

Copy the content Link

Share with email

Share

Request Username

Create a new account

Change Password

Password Changed Successfully

Verify Phone

Congrats!