14.07.2013 Views

User's guide of Proceessing Modflow 5.0

User's guide of Proceessing Modflow 5.0

User's guide of Proceessing Modflow 5.0

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

218 Processing <strong>Modflow</strong><br />

< To specify Aquifer Top<br />

1. Select Grid < Top <strong>of</strong> Layers (TOP)<br />

2. Since the aquifer top elevation is uniform throughout the model it is possible to set a single<br />

value to the entire grid by Value < Reset Matrix...<br />

3. Enter 25 in the Reset Matrix dialog box and click OK to exit.<br />

4. Leave the Data Editor by File < Leave Editor < Yes<br />

Repeat the above process to set the elevation <strong>of</strong> the base <strong>of</strong> the aquifer to 0m.<br />

Aquifer parameters<br />

The next stage is to assign the aquifer parameters.<br />

< To specify the horizontal hydraulic conductivity<br />

1. Select Parameters < Horizontal Hydraulic Conductivity<br />

2. Since the horizontal hydraulic conductivity is uniform throughout the model it is possible<br />

to set a single value to the entire grid by Value < Reset Matrix...<br />

3. Enter 160 in the Reset Matrix dialog box and click OK to exit.<br />

4. Leave the Data Editor by File < Leave Editor < Yes<br />

Initial Conditions<br />

MODFLOW requires some initial hydraulic head conditions to enable it to perform the flow<br />

simulation. In a steady state flow model only the hydraulic head values <strong>of</strong> the fixed-head cells<br />

are important as these do not change throughout the simulation. In a transient simulation<br />

however, the hydraulic heads at the start <strong>of</strong> the simulation are the basis for determining the<br />

resulting head distribution after the aquifer is subjected to some time-based stresses. It is usual<br />

to perform a steady state flow simulation use the resulting head distribution as the basis for the<br />

transient simulations, which is what we shall do in this case.<br />

< To set the initial hydraulic heads<br />

1. Select Parameters < Initial Hydraulic Heads<br />

2. Firstly set the entire grid to a uniform value by Value < Reset Matrix...<br />

3. Enter 16 in the Reset Matrix dialog box and click OK to exit.<br />

4. Now set hydraulic head <strong>of</strong> the northern fixed-head boundary to 15 metres by firstly<br />

selecting the top left cell [1,1,1] with the left mouse button and then assign a value <strong>of</strong> 15 by<br />

6.1.1 Tutorial 1 - Unconfined Aquifer System with Recharge

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!