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ENVIRONMENTAL CHEMISTRY, POLLUTION & WASTE MANAGEMENT

Adaptable improved onsite wastewater treatment systems for urban settlements in developing countries

ORCID Icon & | (Reviewing editor)
Article: 1823633 | Received 04 Jun 2020, Accepted 08 Sep 2020, Published online: 29 Sep 2020

Figures & data

Figure 1. Age of the respondent (household).

Figure 1. Age of the respondent (household).

Table 1. Age and level of education of the local masons

Figure 2. Personnel employed to design a septic tank system.

Figure 2. Personnel employed to design a septic tank system.

Figure 3. Perception on who should design the septic tank systems.

Figure 3. Perception on who should design the septic tank systems.

Figure 4. Local masons views on who designs the septic tanks.

Figure 4. Local masons views on who designs the septic tanks.

Figure 5. Status of septic tanks connections to disposal facility.

Figure 5. Status of septic tanks connections to disposal facility.

Figure 6. Frequency of desludging of the surveyed septic tanks.

Figure 6. Frequency of desludging of the surveyed septic tanks.

Figure 7. Manner of desludging the septic tanks.

Figure 7. Manner of desludging the septic tanks.

Figure 8. Level of septic tank problems and time most experienced in Matosa and Bonde la Mpunga.

Figure 8. Level of septic tank problems and time most experienced in Matosa and Bonde la Mpunga.

Figure 9. Time when the problems are experienced.

Figure 9. Time when the problems are experienced.

Figure 10. Laboratory analysis results on the performance of septic tanks.

Figure 10. Laboratory analysis results on the performance of septic tanks.

Figure 11. Wastewater flows directed to septic tanks.

Figure 11. Wastewater flows directed to septic tanks.

Figure 12. The perception of the community members on technological needs.

Figure 12. The perception of the community members on technological needs.

Figure 13. Pictorial presentation of the conventional septic tank and the proposed modifications.

Figure 13. Pictorial presentation of the conventional septic tank and the proposed modifications.