| Autor: |
Asriningsih, Wati, and, Pranoto, Suyono, Tri |
| Zdroj: |
IOP Conference Series: Materials Science and Engineering; April 2019, Vol. 508 Issue: 1 p012005-012005, 1p |
| Abstrakt: |
The drinking water intake capacity of drinking water is very susceptible to sedimentation, and is one of the main obstacles in drinking water services. The existing intake building is not yet equipped with a filtration system that takes into account turbidity. The level of turbidity of water entering the intake and flowing to the water treatment plant (WTP) through the transmission pipe will greatly affect the workload of the PAPs. Sedimentation problems and turbidity of raw water need special handling, starting from the design of the intake building that has the ability to dodge sediment so that the level of turbidity of the water can be minimized. Sediment evasion filtration intake designed with a 0.2 mm strainer nozzle filter system so that the sediment with a size above 0.2 mm will not enter the intake. In the cleaning process the filters installed at the intake door can be done by replacing with a backup filter, so that filter cleaning can be done easily and does not stop the intake operation for a long time. With sediment evasion filtration intakes, the raw water entering the water treatment plant (WTP) will also have a lower turbidity level so that the WTP workload is lower |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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