Dear Joe Kissel :
Option 14 is using level pool routing of the upstream most structure, but can account for tailwater submergence at the dam's tailwater cross-section. It does this by using a simultaneous simulation method. Note that Option 1 uses a sequential solution method (performing the reservoir routing first, and then the downstream river routing), and therefore cannot account for tailwater submergence.
Note that DAMBRK forces the DXM value to be 101 as a "dummy value" so that it does not interpolate any cross-sections in this region of the model. This is something that the NWS DAMBRK program simply does.
If you have any additional questions or need any further information, please contact me again.
Sincerely,
Chris E. Maeder, M.S.
Senior Technical Engineer
chris.maeder@bossintl.com