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Engineered Reed Bed Systems
for GK Communities
The Engineered Reed Bed System is a
simple and comprehensive way of treating septic tank overflows,
ideal for small rural communities. It is a cost effective
means of removing contaminants and maintaining the health
and environmental quality of the community.
The Engineered Reed Bed system has been
successfully demon-strated in the various coastal sites
through the "Sustainable Coastal Tourism in Asia" (SCOTIA)
- USAID project.
This natural treatment system uses the
principle of subsurface flow rhizodegradation. When designed
properly, it reduces the organic and pathogen load of a
wastestream using minimal energy. Different processes occur
within the root zone of the bed, both abiotic and plant
assisted. The physical process of filtering is further aided
by biologi-cal degradation of the organic content accelerated
by plant induced aerobic pockets in the root zone.
The basic components of a reed bed are
as follows;
- An impermeable
bed, trough or channel. This structure may be made of
reinforced concrete using hollow blocks, mono-lithic solid
concrete, HDPE plastic liner, clay liners, or a combination
of these.
- Inlet and outlet structures. These
include the pipe distribution and collection system and
clear water sump.
- Media. The media is composed mainly
of gravel, sand and large rocks in gabions.
- Reeds. Phragmytes spp.
is the reed which is used in reed bed systems. This is
locally known as "tambo". There are three varieties of
Phragmytes spp. found in the Philippines. Any of
them will work in a reed bed system.
The dimensions of the bed may vary as
long as it conforms with the following parameters. 1) Maximum
depth is 1 m. 2) Allow for uniform-ity of flow such that
short circuiting is kept to a minimum. 3) Avoid the formation
of dead spots where water will not flow. 4) Bed width should
not be less than 1 m to avoid formation of pools on the
surface of the inlet and ponding.
Design for a 30 Household Community Assumptions:
- Water useage : 60 li/cap.day
- BOD5 : 250 ppm
- 5 persons/household
- Sealed bottom septic tank system
installed (individual or shared)
The Engineered Reed Bed system will be
designed to accept the overflow from the septic tank system.
Ideally the reed bed system should be situated at an elevation
which allows the overflow from the septic tank to run by
gravity. If this is not possible then the flow is pumped
through a lift station. Pump capacity will be minimal, around
½ hp to 1 hp.
Reed Bed System Dimensions
| Total area required |
: |
120 m2 |
| Shape |
: |
rectangular |
| Minimum width |
: |
4 |
| Suggested Aspect ratio |
: |
10m x 12m |
| Depth |
: |
1m (max at effluent side) |
| Bed slope |
: |
1% |
| Inlet Structure |
: |
#1 Gravel ( 1 m width)
: 100 mm uPVC distribution pipe |
| Outlet Structure |
: |
#1 Gravel (1 m width)
: Outlet sump with level control : 100 mm PVC pipe collection
pipe |
| Bed Structure |
: |
Reinforced Concrete or
: Excavated bed with HDPE liner |
| Cost |
: |
P 375,000.00 |
| Cost of materials and
labour Energy Cost |
: |
based on a 1 hp pump
operating 2 hrs per day. : 1.5 kWhrs/day (P14 / day) |
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