5179Flood Report_REV_3

                                                                                                                                                        Callaghan & Toth



   0.070 0.11
   0.128 0.14
   0.190 0.39
   0.243 0.58
   0.334 0.87
Print. BASOUT
Store.
Rain # 14 L=0.015 U=0.25 I=0.55
Route L=0.020 U=0.50
Get.
Print. OUT
End of Catchment Definition.
1 Pluviographs:
Location. ARR_TEMPORAL_DATA
14 Subareas:
1 2 3 4 5 6 7
8 9 10 11 12 13 14
End of Pluviograph Data.
End of Gauging Station Data.



8.        STORAGE PROVISION


                                                                                                                                                       TH
                                                                                                                                                 FOOTPA




                                                                                                                                                                      99.AR 2100
                                                                                                          0.8
                                                                                                       10




                                                                                                                                                                         94
                                                                                                                   xIL 100.10



                                                                                                                                                                      YE
                                                                                                   4
                                                                                        1.
                                                                                          0      0.
                                                                                     10        10
    SWALE                                                                               0.6                                                                                 100 YR
                                                                        2




                                                                                     10
                                                                      1.
                                                                      4




    5m WIDE x 0.5m DEEP VEE
                                                                    1.
                                                                   10
                                                                  10




                                                                                                   x FL 100.45                                                               99.85
                                    102




                                                                            x                                                                                                NOW
                                                                                                       100.6




                                                                    0.8
                                                                                                                              FOOTPA
                                                                                       .0




                                                                  10
                                                                                    101




                                                                           x                                                                                   .95
                                                                                                                                                             99
                                                                     .2




                                                                                                               100.8




                                                                         L TW 101.10
                                                                  101




                                                                                                                                                                   100




                                                                       AL
                                                                                                                                    TH




                                                                      W
                                                                                                                           101.2
                                                  101.4




                                                    x TW 101.35
                                                                                                                                   101.4




BIO
                                                                                                                                             1




               IL 101.80                                  FL 100.55
                                                                                                                                           10




              x                                       x
                                                                                100.6
                                                                                              FL 100.55
                                                          101.4     101.2          101.0       100.8                   x
                           FOOTPATH
                                                                                                                                                                     .26
                                                                                                                                                                  100
                                                                                                                                           0            SCALE                      25m

.




                                                                                                                                                                  M
2035 2 Pearsons Road – Flood Study – Revision 3                                                                                                      April 2021