High density polyethylene membrane waterproof Buyer and Importer

Dear Sir/Madam, colour:black,green material:HDPE weight:130-300gsm width:2-12m or as your requirement user time:3-5years Our company is a WWTP designer and installer working in Argentina for a long time. We have a client Rovafarm that has an aerobic plant design for 1000 kg BOD per day installed by us 10 years ago. Now they are upgrading their factory and the load will climb to 7000 kg COD 5500 kg BOD. We are designing an anaerobic cover lagoon of 8500 m3 by modifying the existing lagoon just behind the aerobic as you can see in the photo and drawing attached. The idea is built a wall all around the basin and modify the slope actually 1:3 to 1:2,5 as you can see in the following calculation Water deep 4,00 mts Distance water level to top 0,10 mts slope 1: 3,00 Length in the top 65,92 mts Width in the top 52,40 mts Usefull heigth 3,90 mts Length at water level 65,32 mts Width at water level 51,80 mts Length bottom 41,92 mts Width bottom 28,40 mts Usefull volume 8.555 m3 Total volume 8.897 m3 at the same time with the wall we plan to built we will increase the height of the water 1 meter and it should increase the volume 3300 m3 it is finally 8555+3300=11855 m3- We expect to produce 80 m3 hour of biogas With all this data it should be important to focus now in · the gas collection system · the rain drain system · and the safety system if the membrane blows ((how the system vents the excess gas to the atmosphere) · The ballast system · The flare · The piping between laggon and flare with the safety We need you comments about what you can offer us .It should be interesting to find a We want to use a floating system with negative pressure with a pressure controller, a blower with velocity variation, We need as well the floating cover with isolation, it is double layer high density polyethylene with foam in the middle and the membrane for the bottom of the lagoon 1500 or 2000 microns HPDE membrane. Thanking in advance RegardsDanielesigner and installer working in Argentina for a long time. We have a client Rovafarm that has an aerobic plant design for 1000 kg BOD per day installed by us 10 years ago. Now they are upgrading their factory and the load will climb to 7000 kg COD 5500 kg BOD. We are designing an anaerobic cover lagoon of 8500 m3 by modifying the existing lagoon just behind the aerobic as you can see in the photo and drawing attached. The idea is built a wall all around the basin and modify the slope actually 1:3 to 1:2,5 as you can see in the following calculation Water deep 4,00 mts Distance water level to top 0,10 mts slope 1: 3,00 Length in the top 65,92 mts Width in the top 52,40 mts Usefull heigth 3,90 mts Length at water level 65,32 mts Width at water level 51,80 mts Length bottom 41,92 mts Width bottom 28,40 mts Usefull volume 8.555 m3 Total volume 8.897 m3 at the same time with the wall we plan to built we will increase the height of the water 1 meter and it should increase the volume 3300 m3 it is finally 8555+3300=11855 m3- We expect to produce 80 m3 hour of biogas With all this data it should be important to focus now in · the gas collection system · the rain drain system · and the safety system if the membrane blows ((how the system vents the excess gas to the atmosphere) · The ballast system · The flare · The piping between laggon and flare with the safety We need you comments about what you can offer us .It should be interesting to find a We want to use a floating system with negative pressure with a pressure controller, a blower with velocity variation, We need as well the floating cover with isolation, it is double layer high density polyethylene with foam in the middle and the membrane for the bottom of the lagoon 1500 or 2000 microns HPDE membrane. Thanking in advance RegardsDaniel Show More