Wastewater treatment facilities in the Cuernavaca and Cuautla metropolitan areas
Municipality . | WWTP number . | Treatment process . | WWTP flow design capacity . | WWTP mean operating flow 2010 . | Mean DBO5 in influent . | Effective treatment capacity in 2010 . | Wastewater collected . | Sanitation deficit 2010 . |
---|---|---|---|---|---|---|---|---|
(L/s) . | (L/s) . | (mg/L) . | % . | (L/s) . | % . | |||
Cuernavaca | ||||||||
Cuernavaca | 1 | ASP | 750 | 276.5 | 82 | 0.37 | 1,164.64 | 76% |
2 | ASP | 24 | 5.9 | 239 | 0.25 | |||
3 | ASP | 4 | 0 | 65 | ||||
4 | UASB | 1 | 0.6 | 65 | 0.55 | |||
Jiutepec | 5 | ASP | 195 | 75.0 | 350 | 0.38 | 329.21 | 74% |
6 | ASP | 12 | 10.5 | 115 | 0.87 | |||
Temixco | 7 | ASP | 100 | 70.2 | 124 | 0.70 | 140.79 | 50% |
8 | ASP | 5 | 0 | 124 | ||||
Emiliano Zapata | 9 | ASP | 30 | 4.0 | 409 | 0.13 | 122.61 | 74% |
10 | ASP | 30 | 14.6 | 177 | 0.49 | |||
11 | ASP | 30 | 9.3 | 76 | 0.31 | |||
12 | ARBC | 15 | 4.5 | 151 | 0.30 | |||
Xochitepec | 13 | ASP | 9 | 5.8 | 329 | 0.64 | 8.27 | 23% |
14 | UASB | 5 | 0.6 | 239 | 0.12 | |||
Tepoztlán | 15 | ASP | 15 | 0.05 | 24 | 0.00 | 5.63 | 99% |
16 | ASP | 2 | 0 | 24 | ||||
Huitzilac | 125 | 0.74 | 100% | |||||
Cuautla | ||||||||
Cuautla | 17 | ASP | 439 | 328.0 | 253 | 0.75 | 320.88 | −11% |
18 | UASB | 30 | 20.6 | 379 | 0.69 | |||
19 | ASP | 30 | 0.3 | 93 | 0.01 | |||
20 | UASB | 3.5 | 2.5 | 142 | 0.71 | |||
21 | ASP | 12.5 | 5.2 | 10 | 0.42 | |||
22 | ASP | 5 | 0 | 10 | ||||
23 | ASP | 5 | 0 | 10 | ||||
Yautepec | 24 | ASP + | 85 | 62.3 | 196 | 0.73 | 52.13 | −20% |
Ayala | 25 | ASP | 25 | 0 | 196 | 47.97 | 100% | |
Yecapixtla | 26 | ASP | 25 | 11.8 | 663 | 0.47 | 16.37 | 28% |
Atlatlahucan | 27 | ASP | 15 | 1.7 | 614 | 0.11 | 23.50 | 93% |
Tlayacapan | 28 | ASP | 10 | 0 | 614 | 5.94 | 100% |
Municipality . | WWTP number . | Treatment process . | WWTP flow design capacity . | WWTP mean operating flow 2010 . | Mean DBO5 in influent . | Effective treatment capacity in 2010 . | Wastewater collected . | Sanitation deficit 2010 . |
---|---|---|---|---|---|---|---|---|
(L/s) . | (L/s) . | (mg/L) . | % . | (L/s) . | % . | |||
Cuernavaca | ||||||||
Cuernavaca | 1 | ASP | 750 | 276.5 | 82 | 0.37 | 1,164.64 | 76% |
2 | ASP | 24 | 5.9 | 239 | 0.25 | |||
3 | ASP | 4 | 0 | 65 | ||||
4 | UASB | 1 | 0.6 | 65 | 0.55 | |||
Jiutepec | 5 | ASP | 195 | 75.0 | 350 | 0.38 | 329.21 | 74% |
6 | ASP | 12 | 10.5 | 115 | 0.87 | |||
Temixco | 7 | ASP | 100 | 70.2 | 124 | 0.70 | 140.79 | 50% |
8 | ASP | 5 | 0 | 124 | ||||
Emiliano Zapata | 9 | ASP | 30 | 4.0 | 409 | 0.13 | 122.61 | 74% |
10 | ASP | 30 | 14.6 | 177 | 0.49 | |||
11 | ASP | 30 | 9.3 | 76 | 0.31 | |||
12 | ARBC | 15 | 4.5 | 151 | 0.30 | |||
Xochitepec | 13 | ASP | 9 | 5.8 | 329 | 0.64 | 8.27 | 23% |
14 | UASB | 5 | 0.6 | 239 | 0.12 | |||
Tepoztlán | 15 | ASP | 15 | 0.05 | 24 | 0.00 | 5.63 | 99% |
16 | ASP | 2 | 0 | 24 | ||||
Huitzilac | 125 | 0.74 | 100% | |||||
Cuautla | ||||||||
Cuautla | 17 | ASP | 439 | 328.0 | 253 | 0.75 | 320.88 | −11% |
18 | UASB | 30 | 20.6 | 379 | 0.69 | |||
19 | ASP | 30 | 0.3 | 93 | 0.01 | |||
20 | UASB | 3.5 | 2.5 | 142 | 0.71 | |||
21 | ASP | 12.5 | 5.2 | 10 | 0.42 | |||
22 | ASP | 5 | 0 | 10 | ||||
23 | ASP | 5 | 0 | 10 | ||||
Yautepec | 24 | ASP + | 85 | 62.3 | 196 | 0.73 | 52.13 | −20% |
Ayala | 25 | ASP | 25 | 0 | 196 | 47.97 | 100% | |
Yecapixtla | 26 | ASP | 25 | 11.8 | 663 | 0.47 | 16.37 | 28% |
Atlatlahucan | 27 | ASP | 15 | 1.7 | 614 | 0.11 | 23.50 | 93% |
Tlayacapan | 28 | ASP | 10 | 0 | 614 | 5.94 | 100% |
ASP, ativated sludge process; UASB, upflow anaerobic sludge blanket; ARBC, anaerobic rotating biological contactor; BOD, biochemical oxygen demand.