Reference Document MCU22/0102 Cubo Consulting Letter Final

DRAINS results prepared from Version 2023.11.8718.30178

PIT / NODE DETAILS                       Version 8
Name       Max HGL Max Pond Max SurfaceMax Pond Min          Overflow Constraint
                     HGL      Flow Arriving
                                         Volume Freeboard (cu.m/s)
                              (cu.m/s) (cu.m)       (m)
Pit11         107.15                   0                1.84           None
Pit9          107.13                   0                1.22           None
N44           107.06               0.015
P8A           107.93               0.024                0.82         0 None
P8            107.84                   0                1.16           None
P9            107.81                   0                0.94           None
P7            107.84               0.006                1.46         0 Inlet Capacity
N Landscaping 109.31               0.016
P1            109.71   109.71       0.01        4.1        0     0.027 Outlet System
N P1 DUMMY 108.33                      0
P2            108.25               0.004                1.45         0 None
P3            108.17   109.66      0.006          0     1.48         0 Inlet Capacity
P4            107.93                   0                1.72           None
P5 - Treatment107.88                   0                1.72           None
P6            107.88                   0                1.32           None

SUB-CATCHMENT DETAILS
Name       Max        Paved     Grassed Paved          Grassed       Supp.     Due to Storm
           Flow Q     Max Q     Max Q     Tc           Tc            Tc
           (cu.m/s) (cu.m/s) (cu.m/s) (min)            (min)         (min)
C P8            0.019     0.019         0          5             5           2 10% AEP, 5 min burst, Storm 1
C P7            0.005     0.005         0          5             5           2 10% AEP, 5 min burst, Storm 1
C PreDev        0.094      0.08     0.014          5             5           2 10% AEP, 5 min burst, Storm 1
C Landscaping 0.013           0     0.013          5             5           2 10% AEP, 10 min burst, Storm 8
C Roofs         0.048     0.048         0          5             5           2 10% AEP, 5 min burst, Storm 1
C P1            0.008     0.008         0          5             5           2 10% AEP, 5 min burst, Storm 1
C Natural       0.079         0     0.079          5             5           2 10% AEP, 10 min burst, Storm 4
C p2            0.003     0.003         0          5             5           2 10% AEP, 5 min burst, Storm 1
C P3            0.005     0.005         0          5             5           2 10% AEP, 5 min burst, Storm 1


PIPE DETAILS
Name       Max Q      Max V     Max U/S Max D/S Due to Storm
           (cu.m/s) (m/s)       HGL (m) HGL (m)
Pipe6               0         0   107.15 107.129 10% AEP, 5 min burst, Storm 1
Pipe7            0.05      1.11 107.129 107.059 10% AEP, 15 min burst, Storm 5
Pipe3           0.019      1.03 107.862 107.838 10% AEP, 5 min burst, Storm 1
Pipe4           0.023      0.71 107.831 107.814 10% AEP, 5 min burst, Storm 1
Pipe5            0.05      1.42   107.75 107.672 10% AEP, 15 min burst, Storm 5
Pipe2           0.005      0.35 107.843 107.838 10% AEP, 5 min burst, Storm 1
Pipe1            0.04      0.87 109.724 109.706 10% AEP, 10 min burst, Storm 6
Pipe12          0.027      1.22 108.329 108.253 10% AEP, 30 min burst, Storm 9
Pipe13           0.03      1.03 108.222   108.17 10% AEP, 15 min burst, Storm 8
Pipe14          0.033      1.12 108.131 107.934 10% AEP, 15 min burst, Storm 7
Pipe10          0.004      0.61 107.911 107.882 10% AEP, 15 min burst, Storm 8
Pipe9            0.03       0.8 107.903 107.879 10% AEP, 15 min burst, Storm 8
Pipe11          0.004      0.19   107.88 107.879 10% AEP, 20 min burst, Storm 4
Pipe8           0.034      0.87 107.842 107.814 10% AEP, 15 min burst, Storm 8

CHANNEL DETAILS
Name     Max Q        Max V                            Due to Storm
         (cu.m/s)     (m/s)

OVERFLOW ROUTE DETAILS
Name    Max Q U/S Max Q D/S Safe Q     Max D     Max DxV Max Width Max V     Due to Storm
OF222           0         0      1.325         0         0      0          0
OF220           0         0      0.642         0         0      0          0
OF2144      0.011     0.011      1.239     0.023      0.01      4       0.35 10% AEP, 10 min burst, Storm 6
OF7546          0         0      0.596         0         0      0          0
OSD Ori     0.027     0.027                                                  10% AEP, 30 min burst, Storm 9
OF1             0         0      0.545         0         0      0          0
OF2             0         0      0.655         0         0      0          0
OF3             0         0      1.436         0         0      0          0


DETENTION BASIN DETAILS
Name     Max WL MaxVol         Max Q      Max Q     Max Q
                               Total      Low Level High Level
OSD          109.75       11.5       0.04      0.04          0

Run Log for 23122 v4
{\colortbl;\red0\green0\blue0;\red192\green0\blue0;}Run Log for 23122 v4.drn - DRAINS run at 12:21:53 on 21/12/2023 using Watercom Drains v2023.11.8718.30178