Original source · versioned page text
20220206 48 Elm St SWMP
Original PDF page 41, section 1. The text section number identifies this passage in the reader.
DRAINS MODEL NETWORK - EXISTING ROOFWATER PIPE
PIT / NODE DETAILS Version 15
Name Type Family Size Ponding Pressure Surface Max Pond Base Blocking x y Bolt-down id Part Full Inflow Pit is Internal Inflow is Minor Safe Major Safe
Volume Change Elev (m) Depth (m) Inflow Factor lid Shock Loss Hydrograph Width Misaligned Pond DepthPond Depth
(cu.m) Coeff. Ku (cu.m/s) (mm) (m) (m)
N3 Node 107.8 0 1224.925 -228.133 11 No
X1/X1 Sag Dept. of Main
Single
RoadsField
fieldInlet
inlet (sag1 only) 4.5 107.9 0.1 0 0 1186.901 -241.327 No 568147 1 x Ku No Existing 900 Yes 0.1 0.1
X2/X1 Sag Dept. of Main
Single
RoadsField
fieldInlet
inlet (sag1 only) 1.5 107.1 0.1 0 0 1230.493 -241.924 No 2966556 1 x Ku No New 900 Yes 0.1 0.1
X3/X1 Node 105.7 0 1230.418 -260.667 2740035 No
DETENTION BASIN DETAILS
Name Elev Surf. Area Not Used Outlet Type K Dia(mm) Centre RL Pit Family Pit Type x y HED Crest RL Crest Length(m)
id
SUB-CATCHMENT DETAILS
Name Pit or Total EIA Perv RIA EIA Perv RIA EIA Perv RIA EIA Perv RIA EIA Perv RIA Rainfall
Node Area Area Time Time Time Length Length Length Slope(%) Slope Slope Rough Rough Rough Multiplier
(ha) % % % (min) (min) (min) (m) (m) (m) % % %
Pre-development N3 0.076 43.3 28.1 28.6 5 5 5 1
LOT 44 X1/X1 0.125 50 1 49 5 5 5 1
PIPE DETAILS
Name From To Length U/S IL D/S IL Slope Type Dia I.D. Rough Pipe Is No. Pipes Chg From At Chg Chg Rl Chg RL etc
(m) (m) (m) (%) (mm) (mm) (m) (m) (m) (m) (m)
Pipe31334 X1/X1 X2/X1 30 106.79 106.49 1 Concrete, not under300
roads, QUDM
300minimum
0.013
slope
Existing 1 X1/X1 0
Pipe37243 X2/X1 X3/X1 40.45 106.44 105.7 1.83 Concrete, not under300
roads, 0.5%
300
minimum
0.013
slopeExisting 1 X2/X1 0
DETAILS of SERVICES CROSSING PIPES
Pipe Chg Bottom Height of Service
Chg Bottom Height of Service
Chg Bottom Height of Service
etc
(m) Elev (m) (m) (m) Elev (m) (m) (m) Elev (m) (m) etc
CHANNEL DETAILS
Name From To Type Length U/S IL D/S IL Slope Base Width L.B. Slope R.B. Slope Manning Depth Roofed
(m) (m) (m) (%) (m) (1:?) (1:?) n (m)
OVERFLOW ROUTE DETAILS
Name From To Travel Spill Crest Weir Cross Safe Depth SafeDepth Safe Bed D/S Area id U/S IL D/S IL Length (m)
Time Level Length Coeff. C Section Major Storms
Minor Storms
DxV Slope Contributing
(min) (m) (m) (m) (m) (sq.m/sec) (%) %
OF51974 N3 X2/X1 0.2 Swale with 1:4 sideslopes
0.45 0.3 1 3.29 0 2740040 107.8 107.1 21.3
OF42857 X1/X1 X2/X1 0.2 Swale with 1:4 sideslopes
0.45 0.3 1 3 0 568172 108 107.1 30
OF52788 X2/X1 X3/X1 0.4 Swale with 1:4 sideslopes
0.45 0.3 1 2.23 0 2966590 107.2 106.3 40.4
PIPE COVER DETAILS
Name Type Dia (mm) Safe Cover (m) Cover (m)
Pipe31334 Concrete, not under300
roads, QUDM
0.45minimum0.28
slope
Unsafe
Pipe37243 Concrete, not under300
roads, 0.5%
0.45
minimum-0.33
slopeUnsafe
This model has no pipes with non-return valves
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.