Results and discussions
70
Introduction
In this section, we will delve into the calculation results of sizing the structures that
constitute the proposed wastewater treatment plant of Taoura municipality.
1. Results of Sizing the treatment plant
1.1. Estimated population
Population trends up to 2050, set arbitrarily in this study, are summarized in table 15.
Table 15: Data on the evolution of population of Taoura untel 2050.
According to the table 14, the population for which the wastewater treatment plant will be sized
in this study is that of 2050, where: P = 35358 inhabitants.
1.2. Estimated municipaliti’s drinking water requirements
Results of Estimated population’s drinking water requirements for various time
horizons are given in Table 16.
Table 16: Results of theoretical drinking water requirements for the population of Taoura
municipality.
Horizons
Population
(inhabitant)
Dotation
(l/inhab/d)
Total consumption
(m
3 /d)
2008
18933
150
2839,95
2020
22505
150
3375,75
2030
26163
150
3924,45
2040
30415
150
4562,25
2050
35358
150
5303,7
Year
2008
2020
2030
2040
2050
Population
18933
22505
26163
30415
35358