WASTEWATER TREATMENT PLANTS
PLAN OF RESIDUAL WATER CLEANING IN THE RIVER OF THE CUENCA DEL EBRO (SPAIN)
| Location |
Cuenca del Bajo Ebro (Tarragona and Lleida, Spain) |
| User |
Agència Catalana de l’Aigua |
| Date of commissing |
2009 |
| Main characteristics |
| Average daily flow by WWTP |
25 - 280 cubic meters/d |
325 – 1.800 inhab. eq. |
| Acumulated daily flow |
3.400 cubic meters/d |
|
| Number of plants |
28 |
|
| |
Input data |
Output data |
| DBO5 average concentration |
80 - 870 mg/l |
<25% |
| SS average concentration |
45 - 500 mg/l |
<35% |
| Average concentration of NTK |
30 - 115 mg/l |
<15% |
Services provided by Hidrowatt:
• Construction project of 44 plants
• Construction, assembly and installation of the work
• Set up of the facilities
• Operation and expliotation
• Majority shareholding in the concessionaire
WWTP OF DE VALLBONA D’ANOIA (SPAIN)
| Location |
Vallbona d’Anoia (Barcelona, Spain) |
| User |
Agència Catalana de l’Aigua |
| Date of commissing |
2006 |
| Main characteristics |
| Average daily flow by WWTP |
11.400 cubic meters/d |
|
| Acumulated daily flow |
68.328 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
360 mg/l |
<25% |
| SS average concentration |
500 mg/l |
<35% |
| Average concentration of NTK |
40 mg/l |
<15% |
| Final drying of sludge |
|
≥20% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
WWTP OF L'HOSPITALET DE L'INFANT (TARRAGONA, SPAIN)
| Location |
L'Hospitalet de L'Infant (Baix Camp, Tarragona, Spain) |
| User |
Agencia Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2006 |
| Main characteristics |
| Average daily flow by WWTP |
3.750 cubic meters/d |
|
| Acumulated daily flow |
15.000 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
240 mg/l |
<25% |
| SS average concentration |
360 mg/l |
<35% |
| Average concentration of NTK |
68 mg/ |
<15% |
| Final drying of sludge |
|
≥20% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
EXTENSION TO BIOLOGICAL THE EDAR RUBÍ (VALLÉS OCCIDENTAL, SPAIN)
| Location |
Rubí ( Vallés Occidental, Spain) |
| User |
Agencia Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2001 |
| Main characteristics |
| Average daily flow by WWTP |
27.000 cubic meters/d |
|
| Acumulated daily flow |
135.000 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
300 mg/l |
<25% |
| SS average concentration |
300 mg/l |
<35% |
| Average concentration of NTK |
45 mg/ |
<15% |
| Final drying of sludge |
|
≥20% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
• Operation and expliotation
WWTP AND COLLECTORS IN DISCHARGE OF CARME (SPAIN)
| Location |
Carme, L’Anoia (Barcelona, SPAIN) |
| User |
Agencia Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2009 |
| Main characteristics |
| Average daily flow by WWTP |
518 cubic meters/d |
|
| Acumulated daily flow |
4.027 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
466 mg/l |
<25% |
| SS average concentration |
555 mg/l |
<35% |
| Average concentration of NTK |
50 mg/l |
<15% |
| Final drying of sludge |
|
≥20% |
Services provided by Hidrowatt:
• WWTP Construction
• Assembly and installation of electromechanical equipment
• Set up the installation y explotación
WWTP AND COLLECTORS IN DISCHARGE OF PLA DEL PENEDES (SPAIN)
| Location |
Pla del Penedés (Barcelona) |
| User |
Agencia Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2010 |
| Main characteristics |
| Average daily flow by WWTP |
352 cubic meters/d |
|
| Acumulated daily flow |
620 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
300 mg/l |
<25% |
| SS average concentration |
450 mg/l |
<35% |
| Average concentration of NTK |
60 mg/l |
<15% |
Services provided by Hidrowatt:
• Construction of access road
• WWTP Construction
• Assembly and installation of electromechanical equipment
• Set up the installation y explotación
WWTP OF SECTOR CM3 IN VILAMALLA (GIRONA, SPAIN)
| Location |
Vilamalla (Girona, Spain) |
| User |
Junta de Compensación del Sector CM3 de Vilamalla |
| Date of commissing |
2007 |
| Main characteristics |
| Average daily flow by WWTP |
600 cubic meters/d |
|
| Acumulated daily flow |
2.500 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
250 mg/l |
<25% |
| SS average concentration |
200 mg/l |
<35% |
| Average concentration of NTK |
90 mg/l |
<15% |
| Final drying of sludge |
|
≥20% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
WWTP OF FUENTE ÁLAMO (MURCIA, SPAIN)
| Location |
Fuente Álamo (Murcia, Spain) |
| User |
Dirección General el Agua (C.A.A. de la C.A.R.Murcia) |
| Date of commissing |
2007 |
| Main characteristics |
| Average daily flow by WWTP |
4.000 cubic meters/d |
|
| Acumulated daily flow |
43.333 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
650 mg/l |
<25% |
| SS average concentration |
500 mg/l |
<35% |
| Average concentration of NTK |
60 mg/l |
<15% |
| Final drying of sludge |
|
≥20% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
WASTEWATER TREATMENT PLANT OF PUIG-REIG (SPAIN)
| Location |
Puig-reig (El Berguedà, Spain) |
| User |
Agència Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2005 |
| Main characteristics |
| Average daily flow by WWTP |
1.317 cubic meters/d |
|
| Acumulated daily flow |
8.780 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
389 mg/l |
<25% |
| SS average concentration |
523 mg/l |
<35% |
| Average concentration of NTK |
|
<15% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation
• Operation and expliotation
WASTEWATER TREATMENT PLANT SISTEMA DE RIUDEBITLLES (SPAIN)
| Location |
TORRELAVIT (Alt Penedès, Catalunya, Spain) |
| User |
Departement de Medi Ambient (Generalitat de Catalunya) |
| Date of commissing |
1996 |
| Main characteristics |
| Average daily flow by WWTP |
1.800 cubic meters/d |
|
| Equivalent popultaion |
9.000 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
490 mg/l |
<25% |
| SS average concentration |
375 mg/l |
<35% |
| Average concentration of NTK |
|
<15% |
WASTEWATER TREATMENT PLANT L'AMETLLA DE MAR (SPAIN)
| Location |
L'Ametlla de Mar (Baix Ebre, Catalunya, Spain) |
| User |
Departement de Medi Ambient (Generalitat de Catalunya) |
| Date of commissing |
1998 |
| Main characteristics |
| Average daily flow by WWTP |
1.464 cubic meters/d |
|
| Equivalent popultaion |
8.450 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
370 mg/l |
<25% |
| SS average concentration |
285 mg/l |
<35% |
| Average concentration of NTK |
|
<15% |
WASTEWATER TREATMENT PLANT OF RIALP (SPAIN)
| Location |
Rialp (Pallars Sobirà, Spain) |
| User |
Agència Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2002 |
| Main characteristics |
| Average daily flow by WWTP |
1.152 cubic meters/d |
|
| Acumulated daily flow |
2.880 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
150 mg/l |
<25% |
| SS average concentration |
100 mg/l |
<35% |
| Average concentration of NTK |
|
<15% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
WASTEWATER TREATMENT PLANT OF GANDESA (SPAIN)
| Location |
Gandesa (Terra Alta, Catalunya, Spain) |
| User |
Agència Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2003 |
| Main characteristics |
| Average daily flow by WWTP |
780 cubic meters/d |
|
| Acumulated daily flow |
7.500 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
580 mg/l |
<25% |
| SS average concentration |
400 mg/l |
<30% |
| Average concentration of NTK |
75 mg/l |
<25% |
| Average concentration of P |
15 mg/l |
<25% |
| Final drying of sludge |
|
>18% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
WASTEWATER TREATMENT PLANT OF CASSERRES (SPAIN)
| Location |
Casserres (El Berguedá, Catalunya, Spain) |
| User |
Agència Catalana de l'Aigua (Generalitat de Catalunya) |
| Date of commissing |
2002 |
| Main characteristics |
| Average daily flow by WWTP |
475 cubic meters/d |
|
| Acumulated daily flow |
2.200 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
278 mg/l |
<25% |
| SS average concentration |
345 mg/l |
<35% |
| Final drying of sludge |
|
>3% |
Services provided by Hidrowatt:
• Design and sizing of process
• Construction project
• Construction, assembly and installation of the work
• Set up the installation y explotación
WASTEWATER TREATMENT PLANT MONTAGUT (SPAIN)
| Location |
Montagut (Garrotxa, Catalunya, Spain) |
| User |
Departement de Medi Ambient (Generalitat de Catalunya) |
| Date of commissing |
1996 |
| Main characteristics |
| Average daily flow by WWTP |
175 cubic meters/d |
|
| Equivalent popultaion |
600 inhab. |
|
| |
Input data |
Output data |
| DBO5 average concentration |
250 mg/l |
<25 % |
| SS average concentration |
275 mg/l |
<35 % |
| Average concentration of NTK |
|
1 % |
