Development Application - Part 2 of 2 - Report & Plans · OPW11/0116

Velocities at the end of the training wall were up to lm/s on the flood tide at the end of the training wall, but are close to
existing velocities (-0.5m/s) on the ebb tide. The curved "closure" typically experiences relatively low velocities (<0.25 -
0.4m/s) on both the ebb and flood tides along its full length, although does show elevated velocities (up to lm/s) at the
downstream end on spring ebb tides.




                                                                                                r-fl• wee, i
                                                                                                   t..eI
                                                                                             t^         15o
                                                                                                        100
                                                                                                       060
                                                                                                      ').070
                                                                                                   G-0.080
                                                                                             tttt^ . o - 0 so
                                                                                                     ,s-040
                                                                                                      u•035
                                                                                             ttl♦        030
                                                                                                          0 25
                                                                                                          020
                                                                                                        -015
                                                                                                          0 10
                                                                                                       x•005
                                                                                                      ..000
                                                                                                      w fined VoIu1




                                                                                                       "ed (nvsJ
                                                                                                        e 1 SG
                                                                                                      :.15C
                                                                                                        -tOC
                                                                                                          OK
                                                                                                          0%C
                                                                                             - J - 0 6C
                                                                                                    4'-05C
                                                                                                      5.040
                                                                                                    30.035
                                                                                                    _5.030
                                                                                             (tl♦   :0.025
                                                                                                    15-020
                                                                                             ttl♦       - 0 15
                                                                                                  - .•S 010
                                                                                                          00:
                                                                                                  E•a,,.000
                                                                                                      1rhn.d Val
Figure 36: Results of MIKE21HD model [ebb & flood tide] for Option E [combination]