Depth well matching in structural modeling

Depth well matching in structural modeling (model > 3D Structure > Depth Well Matching) is recommended mainly for QC purposes. If however not all mismatches were resolved during well matching in the data preparation stage and there are still small corrections to be made, you may apply well matching in the structural modeling workflow. You can well match to markers and to 'sparse point sets', which are point sets for which the default 'Point Set is Dense' checkbox has been unchecked on the Edit Model form under Representation in the Surfaces tab.

Mismatches between the position of the constructed surface (tri-mesh) and the well markers and/or point sets can be introduced as follows:

  • horizon clean-up, when surfaces are re-triangulated close to faults.
  • a coarse resolution of the modeling parameters, which can result in large triangles which initially do not honor the exact marker position.
With the depth well matching in the Structural Modeling workflow you can only well match stratigraphic events (i.e. horizons, unconformities and intrusions), not faults or unconformities/intrusions assigned to the fault model.

Mismatches between markers and/or point sets and surfaces are calculated and displayed as residuals in the residuals table on the form. The residual values are interpolated between the well markers and/or points to create the correction distance. You can find the correction distance as a property, called residual property (WM Residual), in the Jewel Explorer, under the tri-meshes of the surfaces in the Structural Model. You can visualize the correction distance together with the mismatches in a dedicated well matching view for QC purposes. It is recommended to review these values before applying the well matching.

By applying well matching, the constructed surface shifts in space to align with the marker and/or point set location. The distance over which surfaces shift should not be too great. When the amount of shift exceeds a certain value, you are prompted with a warning. See tip note below for how the maximum recommended shift is calculated. Staying within the limit ensures that the edges of tri-mesh patches are fixed in place and therefore watertightness of the structural model (if present) and fault cutoff line edits (and fault traces) are retained. After well matching, the matched surfaces will overwrite the surfaces in the 3D Structural Model.

The application throws a warning when the recommended maximum amount of shift is exceeded. This maximum is calculated as 10% of the diagonal of the X and Y Increment as defined on the Set Modeling Parameters form. For example, with an X and Y increment set to 100 meter, the maximum over which a surface should move is 14.1 m (the diagonal measures 141.4 m; 10% of 141.4 m is 14.1 m). Note that this recommendation only applies to the Well Matching form of the Structural Modeling workflow, not to other well matching forms throughout the application.

The boundaries of the tri-mesh patches are fixed in place during well matching, ensuring watertightness is retained.    click to enlarge