TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE F: PUBLIC WATER SUPPLIES
CHAPTER II: ENVIRONMENTAL PROTECTION AGENCY
PART 671 MAXIMUM SETBACK ZONE FOR COMMUNITY WATER SUPPLY WELLS
SECTION 671.APPENDIX A VOLUMETRIC FLOW EQUATION



Section 671.APPENDIX A   Volumetric Flow Equation

 

For unconfined unconsolidated, or unconfined non-fractured bedrock aquifers the lateral radius of influence can be calculated as follows:

 

r

=

the square root of

Qt

4524nH

 

            Where

 

r

=

radius of influence (feet)

Q

=

daily flow from the well under normal operational conditions (cubic feet per day)

t

=

time that the well is pumped under normal operational conditions (minutes)

H

=

open interval or length of well screen (feet)

n

=

aquifer porosity (see Figure A-1) unless more site specific information is available

 

 

Sand

0.21

Sandstone

0.06

Gravel

0.19

Limestones:

 

Sand & Gravel

0.15

Primary dolomites

0.18

 

 

Secondary dolomites

0.18

Figure A-1