Original source · versioned page text
MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Maximum 0.3m/s flow velocity Ideally the barrier is placed at
Porous fabric or mesh Porous fabric or mesh between barriers least 5D away from inflow pipe
Porous or non-porous Porous or non-porous
barrier D barrier
Spill-through weir Spill-through weir
V = 0.5m/s (max) V = 0.5m/s (max)
(a1) Porous barrier inlet chamber (b1) Porous barrier inlet (c1) Alternative inlet chamber (d1) Alternative inlet chamber
(plan view) chamber (plan view) (plan view) (plan view)
Spill-through weir Spill-through weir
Side Pump
Porous fabric or mesh Porous fabric or mesh Porous fabric or mesh Porous fabric or mesh
D inlet P
Ideally Width not
5D (min) critical
(a2) Typical layout of inlet chamber (b2) Typical layout of inlet (c2) Single spill-through weir (d2) Multiple spill-through weirs
(long-section) chamber (long-section) per barrier per barrier
Inlet chamber
Outlet chamber
Outlet chamber
Settled sediment
Inlet chamber
Catchments & Creeks Pty Ltd
(f) Typical arrangement of inlet and outlet chambers
(long-section)
(e) Typical arrangement of inlet and outlet chambers
Drawn: Date:
(plan view) Sediment Basins - Inlet Chambers
GMW Feb-10 and Outlet Chambers SB-02
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
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.