Show simple item record

contributor authorBrian E. Reed
contributor authorMark R. Matsumoto
contributor authorAkio Wake
contributor authorHiroaki Iwamoto
contributor authorFumiaki Takeda
date accessioned2017-05-08T21:04:13Z
date available2017-05-08T21:04:13Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9372%281989%29115%3A4%28853%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37486
description abstractImproperly functioning soil absorption systems are often cited as sources of groundwater contamination. Clogging of the infiltration surfaces and uneven distribution of wastewater along the length of the trench are believed to be a primary reason for poor treatment. A new soil absorption system design, the capillary seepage trench (CST), is similar to conventional systems except that an impermeable liner is placed at the bottom of the trench. The liner prevents direct percolation and causes the wastewater to move upwardly and horizontally by capillary action before percolating downwards. Preliminary experiments comparing the CST to conventional soil absorption system designs were conducted. Removal of organic matter in the CST was found to be significantly better than in the conventional system. Possible reasons for superior treatment of the CST compared with the conventional system include: increased residence time in the aerobic soil zone and a more even distribution of wastewater along the trench.
publisherAmerican Society of Civil Engineers
titleImprovements in Soil Absorption Trench Design
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1989)115:4(853)
treeJournal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record