Buoy engineering by Henri O. Berteaux

By Henri O. Berteaux

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Example input file for Est_TSC_01 project. 000000 $l-const(l), l-const(2), l-const(3), etc. internal Boundary Locations $nintbnd 0 $i bwest,i beast,j bsouth,j bnorth,ktop,kbottom $12. Constituent Averages $nconarv 2 $nconstarvs 2 3 $13. 30 3. 3 are explained, followed by a description of what will appear on the screen while the model is running. Also covered are some diagnostics if the model does not run as set up. This is followed by an examination of the different output files, their content, and format.

A boundary is either parallel to the I-axis or J-axis. Its location and orientation is specified by ibwest, ibeast, jbsouth, and jbnorth. For a boundary parallel to the I-axis, ibwest is the western end, ibeast is the eastern_end, and jbsouth andjbnorth are both set equal to the value of the J-axis where the slice starts. For a boundary parallel to the J-axis, jbsouth is the southern end and jbnorth is the northern end, and ibwest and ibeast are both set equal to the value of the I-axis along which the boundary runs.

45 hours. The zmean should always be set equal to zamp so that the water surface does not fall below the top of the model computational gird. If there is more than one tidal boundary with different zamps, then zmean should be set equal to the largest zamp. With two or more tidal boundaries, zmean should be the same at both boundaries unless the tidal data indicates there is a difference in mean tidal elevation between the two locations. 0. The next lines are constituent concentrations at the boundary, which are required for all the constituents in the water quality model and extend from the surface at k = 2 to the bottom at k = KM-2.

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