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dc.contributor.authorMohammadreza Mohammadi
dc.contributor.authorAmmar Safaie
dc.contributor.authorAmir Nejatian
dc.contributor.authorAzam Iraji zad
dc.contributor.authorMassoud Tajrishy
dc.date.accessioned2022-05-07T21:23:03Z
dc.date.available2022-05-07T21:23:03Z
dc.date.issued2022-01-11
dc.identifier.other(ASCE)HE.1943-5584.0002162.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283658
dc.description.abstractEvaporation is the main outflow of many water bodies. In hypersaline Lake Urmia (LU), which has experienced significant shrinkage during the last 3 decades, evaporation is the only water outflow. The 15-year daily saline water evaporation pan data collected near the lake indicate that approximately 71% of the annual evaporation occurred from May to September, about 4.15  billion m3/year. To reduce this water loss, three self-assembled layer coatings—fatty alcohols of stearyl and cetyl with stearic acid in hexane solvents, stearyl and cetyl alcohols with stearic acid powder, and stearyl and cetyl alcohols in ethanol solvents—were tested on pools and evaporation pans adjacent to LU in July, when the lake had the highest evaporation rate. Results of 60 h of experiments for each test showed that the coating composed of stearyl and cetyl alcohols with stearic acid in hexane had the best performance and could reduce evaporation by about 52%. This suggests that applying this coating to LU for 5  months/year could reduce the lake evaporation by about 1.5  billion m3, which is more than the total annual supply of the main river flowing into the lake. A short-term study of Artemia urmiana indicated that the coatings did not have a significant effect on their length and weight. However, long-term side effects on human health and the environment need further investigation.
dc.publisherASCE
dc.titleLake Urmia Water Evaporation Suppression Using Self-Assembled Coating: Case Study of Pools Near the Lake
dc.typeJournal Paper
dc.journal.volume27
dc.journal.issue3
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0002162
dc.journal.fristpage05022001
dc.journal.lastpage05022001-9
dc.page9
dc.treeJournal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 003
dc.contenttypeFulltext


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