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Day 4: Sanitation in Emergencies

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Austrian RC in Batagram (Pakistan) EQ Operation Day 4: Sanitation in Emergencies RDRT WatSan Training – PowerPoint PPT presentation

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Title: Day 4: Sanitation in Emergencies


1
Day 4 Sanitation in Emergencies
Austrian RC in Batagram (Pakistan) EQ Operation
  • RDRT WatSan Training

2
Objective
  1. Become a sanitation engineer??
  2. Understand what is sanitation
  3. Understand how to select the right option for
    excreta disposal
  4. Be familiar with different technical options for
    excreta disposal in emergencies
  5. Be familiar with the Emergency Response Equipment
    for sanitation
  6. Construct an emergency latrine!

3
Sanitation in Emergency
  1. Excreta disposal
  2. Solid waste management
  3. Waste water management (drainage)

4
What is dangerous about faeces?
  • Primary sanitary barriers
  • Toilets
  • Hand-washing (critical times)
  • Water treatment and water handling
  • Food hygiene

5
Pathogen Die Off Time in faeces
5
6
How do we do excreta disposal in a emergency?
7
Sphere Standards and Indicators
SPHERE standard 1 access to and numbers of
toilets
People have sufficient numbers of toilets,
sufficiently close to their dwellings to allow
them rapid, safe and acceptable access at all
times of the day and night.
8
Sphere Standards and Indicators
SPHERE standard 2 design and construction
People have access to toilets which are
designed, constructed and maintained in such a
way as to be comfortable, hygienic and safe to
use.
9
Selection Criteria
  • Number of people using latrine and location of
    people
  • Communal or family
  • Elderly/disabled population
  • Design life - will population move?
  • Space
  • Comfort and community desires
  • Tradition of latrine use in community
  • Privacy
  • Use of water/reuse of faeces availability of
    water?
  • Anal cleansing material (amount of water used)
  • Menstruation
  • Availability of local materials and tools

10
Selection Criteria (cont.)
  • Pit size
  • V (NxSxD) 0.5 m of free space x A
  • N number of users S Sludge accumulation
    (m3/person/year) D design life (years)
  • A pit-base area (m2)
  • Groundwater
  • Not all designs suitable for high groundwater
  • Usually 99 of pathogens destroyed within 2m of
    unlined pit in unconsolidated soils if above
    water table
  • If in saturated zone then contamination spread is
    HORIZONTAL (usually) up to 15m
  • Soil conditions
  • Soil stability
  • Influence if a pit or soak pit is possible to
    excavate
  • Watch for effects throughout the seasons
  • Infiltration rate

11
Selection Criteria (cont.)
  • Siting
  • Communal latrines good distance (30m) away from
    dwellings and down wind if possible
  • Family latrines near to dwelling (5m)
  • Away from water sources (see groundwater)
  • Avoid depressions, water courses that might run
    with water
  • DISCUSS with community
  • Space for additional latrines
  • Safety and accessibility (Lighting, Location,
    Distance, Screening, Design - separate
    M/W/Children - )
  • Operation and maintenance
  • Construction of hand washing facilities
  • Time constraints
  • Financial constraints
  • Human Resources

12
Technical options
4-6 weeks
1-6 months
disaster
  • Medium term action
  • 2nd phase stabilized emergency
  • Simple pit latrine
  • VIP latrine
  • Pour-flush latrines
  • EcoSan (Ecological Sanitation)
  • Borehole latrine
  • Septic tanks
  • Family facilities
  • Community participation
  • Immediate action
  • 1st phase Acute emergency
  • Open defecation fields
  • Shallow trench latrines
  • Deep trench latrine
  • Shallow family latrines
  • Bucket latrine
  • Packet latrine
  • Chemical toilets
  • Control free defecation
  • Communal facilities
  • Community consultation

13
Latrine components basics
  • Privacy and dignity
  • Roof is essential in areas with high rainfall
  • Door / spiral-shaped entrance
  • lt 1 m2 is recommended
  • Frame timber, PVC pipe,
  • Fitted with plastic sheeting, local materials
  • Users involvement in design

Superstructure
  • Support weight of a person
  • Easy to clean
  • Prefabricated or manufactured locally
  • Concrete, wood, ferrocement or plastic

Slab
  • 1 m across and 3 m deep (minimum 0.9 m diameter)
  • Best shape circular
  • The top 0.5 m of a pit should be always lined
    (but depend of soil)
  • Different pit lining material locally available

Pit
14
Communal or Family?
Family facilities Usually designed and built
by the users (with or without designs, tools and
materials provided by others). They may be used
by several families. The latrine belongs to the
family / ies.
Communal facilities Managed by the community
as a shared resource (market, school, etc.). The
facility belong to the community.
15
Sanitation Ladder
15
16
Open Defecation fields
WHEREVER POSSIBLE AVOID DEFECATION FIELDS AND
INSTALL TRENCH LATRINES AS FIRST OPTION
17
Shallow trench latrine
18
Deep trench latrine
19
Pit latrine and VIP
20
Pour-Flush latrine
21
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26
Exercise latrine design
  • In your group think about the positive and
    negative aspects of this design (10 min)

Source OXFAM. Photographer Saira Raza
27
Which one would you use?
28
Operation and Maintenance
  • Cleaning Supervision Equipment Training
  • Communal latrines Need for employing some
    members to clean and maintain
  • Ownership Involving population in design,
    siting, construction, maintenance, etc. Family
    latrines
  • Cleaning materials cleaning kit (disinfectants,
    mops, rags, buckets, gloves, etc)

29
Handwashing Facilities
  • Providing handwashing facilities is easier said
    than done, especially in a large area.
  • Work with your team to chose the right technology
    (jug, tippy tap, etc) and establish a system of
    keeping water available

30
Common Mistakes of WatSan Staff
  • I think the people want
  • In the last place I worked in we did this, so I
    am sure it will work here.
  • I am sure the people will clean the latrines
    themselves.

31
Emergency Response Equipment for Sanitation
  • Standard-size squatting plate (1200 mm x 800
    mm)

32
Resource Materials
33
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