Lime Stabilization - Unplanted Drying Beds

Geographic location

Bangladesh

Main treatment objectives

Pathogen reduction

Required space

0.06 m²/m³ of design input flow

Technologies employed

Infiltration
Lime treatment
Unplanted drying beds

Design population

10 000 persons

Design input flow

5 m²/day

Design life

Short term (months)

Source of sludge

Public toilets
Septic tank connected by greywater

Final outputs

Sludge

Skills level

No specialist
Geographic location

-
Bangladesh

Main treatment objectives
Pathogen reduction
Technologies employed
Infiltration
Lime treatment
Unplanted drying beds
Design population
10000 persons
Source of sludge
Public toilets
Septic tank connected by greywater
Final outputs
Sludge

Time construction and commissioning

Required space
0.06 m²/m³ of design input flow
Design input flow
5.00 m²/day
Design life
Short term (months)
Skills level
No specialist

Description of the emergency context

The FSM site is situated in a densely populated refugee camp (Cox’s Bazar, Kutupalong-Balukhali extension area, camp 18) with hilly terrain and poor path conditions.

Description of the treatment process

No description

Assessment & design (feasibility)

On average 5m3 sludge is treated per day, which is in accordance with a target population of 10,000 people served with FSM activities and a sludge accumulation rate of 0.5 l/person/day.

Desludging and sludge treatment efforts seem to answer to the need in our 23 blocks (9,383 people). However the actual number of people reached is somewhat lower as all latrines constructed under supervision of Save the Children and Friendship are normally emptied by these respective organisations.

Other FSM actors state a two-week period between desludging, which calculates to a sludge accumulation rate of 2.9 l/cap/day (assuming full latrines, 0.8 m3, after two weeks).

The adddition of hydrated lime (Ca(OH)2) to faecal sludge increases pH and results in pathogen inactivation and limited sludge stabilization [1]. Different combinations of pH and exposure times result pathogen removal, field research has shown that faecal sludge from pit latrines treated at pH > 11.5 for a period of 2 hours meets WHO standards [2].

Loading rate                5 m3/day           assumption: 0.5 l/person/day, 10,000 people

Lime dosage rate       20 kg/m3           sludge typical range: 1 – 17 kg/m3 faecal sludge

Lime consumption    100 kg/day        actual lime use 110 kg/day

Before desludging a 1:1 lime-water mixture is added to the barrels. Once the barrel is carried back to the site the content is stirred for approximately one minute followed by pH measurement.

The unplanted drying beds are designed for a hydraulic loading rate of 30 cm/m2 and a solid loading rate of 200 kg TS/m2/year [1; 3]. The unlined beds (5x2 metres) are filled with coarse gravel topped with sand and a permeable sand bag cover to allow for easy removal of the dried sludge and to avoid sand removal during bed emptying.

Loading rate                      5 m3/day                          assumption: 10,000 people, 0.5 l/person/day

Hydraulic loading rate    30 cm/m2                         typical range: 25 – 30 cm/m2 [1]

Solid loading rate             150 kg TS/m2/year         typical range: 100 – 200 kg TS/m2/year [3]

Drying time                       7 days                                 assumption: 1% total solids concentration

Drying area required       100 m2                              0.01 m2 / person equivalent

Lime stabilisation is a simple and robust technology that can be designed, constructed and operated in the local context. Design is straightforward and can be done by a WaSH officer. Construction and operation and maintenance do not require prior knowledge and experience.

The site has been reinforced and is protected against flooding.

Construction

Operation and maintenance

Lessons learned

Strengths

Weaknesses

Sharable project files

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