Some features of the ASCE Shopping cart and login features of the website will be down for maintenance on Sunday, June 16th, 2024, beginning at 12:00 A.M. ET and ending at 6:00 A.M. ET. During this time if you need immediate assistance at 1-800-548-2723 or [email protected].

Chapter
May 18, 2016

MODFLOW No-Delay Flow Simulation for Low Permeable Confining Units

Publication: World Environmental and Water Resources Congress 2016

Abstract

MODFLOW is the U.S. Geological Survey modular finite-difference flow model, which is a computer code that solves the groundwater flow equation. The program is used by hydrogeologists over the world to simulate the flow of groundwater through aquifer systems.Compressible low permeable sediments in aquifer systems may occur as discontinuous interbeds or aquitards within aquifers or as extensive confining units adjacent to aquifers. Flow in the extensive confining units can be simulated by MODFLOW through taking the units as no-delay flow model layers. Flow delay was found by Terzaghi in 1925 through his 1D analytical consolidation solution. For a double-drainage confining unit adjacent to aquifers, consolidation degree reaches 99.4% while time factor value reaches 2. A 99.4% consolidation degree during one time step is employed in this paper to denote a no-delay flow model layer in MODFLOW simulation. An additional delay coefficient compared to Terzaghi’s flow delay in a low permeable confining unit was found in this paper to be in a range of 87.5 to 29 which depend on model layer number of the confining unit in MODFLOW simulation. No-delay option requires that the minimum time step used in MODFLOW is larger than a delay time length determined by a production of time factor of 2, time constant and additional delay coefficient of a confining unit. It is not appropriate to apply no-delay option to simulating flow in a confining unit if the minimum time step is less than a determined delay time length with a selected sub model layer number and drainage length of the unit.No-delay option can be only applied to very thin confining units in aquifer systems.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2016
World Environmental and Water Resources Congress 2016
Pages: 387 - 393

History

Published online: May 18, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Yi Liu, Ph.D. [email protected]
P.G.
Dept. of Civil Engineering, Morgan State Univ., 1700 E Cold Spring Ln, Baltimore, MD 21251. E-mail: [email protected]
Jiang Li, Ph.D., F.ASCE [email protected]
P.E., PH.G, D.WRE
Dept. of Civil Engineering, Morgan State Univ., 1700 E Cold Spring Ln, Baltimore, MD 21251. E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$119.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$119.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share