![Page 1: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/1.jpg)
Shermin Negari, M.Eng. Steve Foley, M.Sc. P.Geol. Waterline Resources Inc.
WaterTech 2014 – April 10, 2014
![Page 2: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/2.jpg)
Regulations and licensing overview Applying regulations - horizontal wells Aquifer analysis - horizontal wells Estimating long-term well yields (Q20) Summary Questions?
![Page 3: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/3.jpg)
Non-Saline
Saline
• Water Act (FITFIR) • Guide to Groundwater Authorization • Oilfield Injection Guideline (OIG)
• Water Act (exempt) • No AER Licensing Requirements • Water Management Perspective
![Page 4: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/4.jpg)
Complete applicable aquifer test: Data Interpretation to estimate T&S
Analytical solution Cooper-Jacob, Theis, Neuman, etc.
Numerical models Q20 Estimation:
Farvolden method or Modified Moell method Both based on Theis solution
Above developed on “vertical“ well assumptions
![Page 5: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/5.jpg)
Adhere to OIG restrictions: Limit drawdown to <35% in 1st year (at r = 150 m) Limit drawdown to <50% over project life (at r = 150 m)
![Page 6: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/6.jpg)
Analytical Approaches: Daviau et al. solution
(utilized in Aqtesolv) E.g., Other software
Numerical Solution: MODFLOW, FEFLOW
Source: Horizontal well Energy Information Administration, Office of Oil and Gas accessed at: http://www.popularmechanics.com/science/energy/coal-oil-gas/4318390
Screen Heel Screen
Toe
Horizontal Well Vertical Well
![Page 7: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/7.jpg)
Where: • b is aquifer thickness [L] • Kr is radial hydraulic conductivity [L/T] • Kz is vertical hydraulic conductivity [L/T] • L is length of the well [L] • Q is pumping rate [L3/T] • rw is well radius [L] • s is drawdown [L] • S is storativity [dimensionless] • t is time [T] • T is transmissivity [L2/T] • x, y and z are coordinate distances [L]
![Page 8: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/8.jpg)
![Page 9: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/9.jpg)
Output from the curve matching from both PW and Obs. well data: T = 11.25 m2/day; S= 5E-05
![Page 10: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/10.jpg)
… Back to GW Authorization Guideline and OIG…
Farvolden and Modified Moell-based Q20 estimates assume vertical wells – so they can’t be directly applied to horizontals; however, we can borrow the Q20 concepts Assume only have 70% of actual drawdown at the pumping centre
(30% safety factor)
Still adhere to OIG restrictions: Limit drawdown to <35% in 1st year (at r = 150 m) Limit drawdown to <50% over project life (at r = 150 m)
![Page 11: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/11.jpg)
35%
After iteration, 1 year of pumping at 600 m3/d yields 35% drawdown at radius of 150 m
![Page 12: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/12.jpg)
50%
After iteration, 20 years of pumping at 620 m3/d yields 50% drawdown at radius of 150 m
![Page 13: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/13.jpg)
70%
After iteration, 20 years of pumping at 800m3/d yields 70% drawdown at pumping well
![Page 14: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/14.jpg)
So, In Summary:
Daviau et al. solution:
T = 11.25 m2/d & S = 5E-05
1 yr Drawdown < 35% of
HA at r=150 m 600 m3/d
20 yrs Drawdown < 50% of
HA at r=150 m 620 m3/d
20 yrs Drawdown < 70% of HA at the well center
800 m3/d
600 m3/d
![Page 15: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/15.jpg)
Flow Distribution along the horizontal screen section:
Homogeneity of the Formation Development Procedure
Cone of Depression (Plan View)
Symmetric Elliptical Cone of Depression
Along with Screen Length (m)
Heel Toe
Screen In-Flow Distribution (e.g. m3/d)
![Page 16: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/16.jpg)
Cone of Depression (Plan View)
Cone of Depression (Plan View)
Tear Drop Shape Cone of Depression
Quasi-Elliptical Cone of Depression
(Non-symmetric)
Screen In-Flow Distribution (e.g. m3/d)
Screen Length (m) Screen Length (m)
Heel Toe Toe Heel
Screen In-Flow Distribution (e.g. m3/d)
![Page 17: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/17.jpg)
Orient perpendicular 150 m off-set
Options include: Mid screen (A) Heel (B) Toe (C)
Reality Locations controlled by access to drill MWs E.g. MW ‘D’ or MW ‘E’
Y
X
A B
C
Obs. well Candidate locations
D
E
![Page 18: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/18.jpg)
Theoretical Monitoring Wells Coordinates
For rotation by an angle θ clockwise about the origin (Note that this definition of clockwise is dependent on the x axis pointing right and the y axis pointing up.
Similarly, for a rotation counter clockwise about the origin, the functional form is:
![Page 19: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/19.jpg)
Q20 Concept: Limit drawdown to 70% of the
HA (project life-time) Oil Injection Guideline:
Limit drawdown to 35% of the HA at 150m offset by the first year of pumping
Limit drawdown to 50% of the HA at 150m offset (project life-time)
Maintain open communication on methods
used for Long-Term Yield Estimation
![Page 20: WaterTech 2014 – April 10, 2014 - ESAA · 2016-01-22 · Aquifer analysis - horizontal wells ... Horizontal Water Well Aquifer Test Analysis & Licensing Author: Shermin Negari Created](https://reader035.vdocument.in/reader035/viewer/2022081613/5fb5fb871d05805cdc4c18a1/html5/thumbnails/20.jpg)
Thank You!!