Fig. 19.19 Vertical strain (top) caused by a compacting reservoir
assuming a rigid basement below the reservoir (left) and using
Geertsma’s solution (right). The reservoir extends from 750 to
850 m in depth and has a lateral extension of 1000 m.
Corresponding results for the horizontal strain are shown in the
bottom plot. (Source: Pamela Tempone’s PhD thesis, NTNU, 2011
and SPE paper SPE-121081)
Fig. 19.20 Vertical strain caused by a compacting reservoir assuming a rigid basement (left), and using Geertsma’s solution (right).
(Source: Pamela Tempone’s PhD thesis, NTNU, 2011 and SPE paper SPE-121081)
502
M. Landrø
assuming a rigid basement below the reservoir (left) and using
Geertsma’s solution (right). The reservoir extends from 750 to
850 m in depth and has a lateral extension of 1000 m.
Corresponding results for the horizontal strain are shown in the
bottom plot. (Source: Pamela Tempone’s PhD thesis, NTNU, 2011
and SPE paper SPE-121081)
Fig. 19.20 Vertical strain caused by a compacting reservoir assuming a rigid basement (left), and using Geertsma’s solution (right).
(Source: Pamela Tempone’s PhD thesis, NTNU, 2011 and SPE paper SPE-121081)
502
M. Landrø