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contributor authorSandra L. Houston
contributor authorPeter D. Duryea
contributor authorRuijin Hong
date accessioned2017-05-08T20:48:59Z
date available2017-05-08T20:48:59Z
date copyrightOctober 1999
date issued1999
identifier other%28asce%290733-9437%281999%29125%3A5%28264%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27931
description abstractWater reuse and ground-water recharge can be used to meet the growing demands for water, particularly in arid regions. Ground-water recharge using fresh water or treated wastewater is most often accomplished by infiltration from surface basins. The water percolates through the unsaturated soil region to an underlying aquifer for storage and future use. In the case of wastewater, additional treatment occurs as the effluent flows through the soil. The system hydraulics of recharge basins have been examined through a combination of field and laboratory investigations. These studies indicate that infiltration rates and soil aquifer treatment of wastewater are influenced by soil type and soil profile characteristics, surface clogging material, pond depth, and wetting/drying cycle times. The surface-clogging layer was found to be susceptible to consolidation and to associated reduction in hydraulic conductivity under seepage forces.
publisherAmerican Society of Civil Engineers
titleInfiltration Considerations for Ground-Water Recharge with Waste Effluent
typeJournal Paper
journal volume125
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1999)125:5(264)
treeJournal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 005
contenttypeFulltext


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