𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Operation of reverse osmosis process for industrial waste water reclamation

✍ Scribed by Yaichi Kojima; Masanori Tatsumi


Book ID
104113027
Publisher
Elsevier Science
Year
1977
Tongue
English
Weight
425 KB
Volume
23
Category
Article
ISSN
0011-9164

No coin nor oath required. For personal study only.

✦ Synopsis


This is a report on operation results of RO plants. using Toray spiral nodules applied for reclazation of NO typical industrial waste vater, 1,000 ppp and 250 pp IDS value. (1) Recovery rate should be determined in accordance with TDS value of rau vater. and permeate required. Actually recovery ratio of 60 -95% is adopted frca the economical viev point. (2) MI? value (simplified plugging index. explained in page 3) of less than 150 is required for stable operation. This value of 150 vas obtained by ordinary pre-treataent technique. (3) Calcite. iron and organic matter , c;hich were deposired on the nabrane, vere successfully removed by chmical cleaning. However high silica contents requires-specific considera:ion. owing to its difficulty of cleaning up. (4) Flux decline cf RO cembrane was ascertained to be n-value of -0.02. (5) Supposing 15 years depreciation tern for the equipment cost. reclained water could possibly be aade at the cost of about 100 yen/&. TORAY SPIRAL UOIJRD l4ODULE 1.2) The general configuration of the Toray spiral vound nodule is shown in


πŸ“œ SIMILAR VOLUMES


Advanced reverse osmosis process with au
✍ Chota Yanagi; Kenji Mori πŸ“‚ Article πŸ“… 1980 πŸ› Elsevier Science 🌐 English βš– 373 KB

These experiments were conducted with secondary effluent from the terminal plant at Ckaka, Japan, in order to determine the potential of the sponge ball cleaning system as an advanced reverse osmosis membrane cleaning te&nique. It was ccnfiied that sandfiltration of tbe feed as a method for reverse

High-pressure reverse osmosis and nanofi
✍ R Rautenbach; Th Linn πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 599 KB

Contrary to seawater desalination where water recovery rates of about 50% are optimal, waste water treatment processes must achieve very high water recovery rates since all disposal methods for the concentrate are very cost intensive. An established solution for waste water treatment is the combinat