THICKENERS
Treating industrial wastewater requires a clarification process that is essential to a wastewater treatment plant. This is a continuous process that separates the water from the suspended solid particles.
Wastewater Filtration Systems can provide our clients with any type of decanters, by capturing your requirements, designing to your specifications and manufacturing the silos accordingly. Our silos are designed and manufactured with stainless steel with the option of carbon steel, to guarantee a long lasting working life.
Our systems use a mud dewatering sensor that is placed on a membrane on the cone of the silo. The discharge valve in the silo only opens when the required density is reached. Our decanters come in two forms: the horizontal rake thickener or the vertical thickener.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.
The sedimentation of the sludge at the bottom of the silo is sped up by using a polyelectrolyte (flocculant), while the design of the silos create a column which pressed the sludge, giving the desired thickness of the sludge before filtration. This systems has been developed after a wealth of experience in the wastewater industry by Matec.
The decantation principal is similar to vertical decantation. The rake mechanism stirs the sludge through rotation, which pushes the sludge downwards. Discharging is automatic and is linked to the rakes flow rates. In order to achieve the desired thickness before filtration.