Show simple item record

dc.contributor.authorBleything, Matthew D.
dc.date.accessioned2013-01-02T20:19:21Z
dc.date.available2013-01-02T20:19:21Z
dc.date.issued2012-12-14
dc.identifier.urihttp://hdl.handle.net/1808/10515
dc.description.abstractABC’s Generating Station has low volume waste treatment ponds (LVWTP) that receive flow from plant floor drains, bottom ash overflow, boiler blowdown and equipment leaks. Bottom ash overflow makes up the majority of the influent to the LVWTP. The bottom ash overflow is also the primary source of solids settlement in the ponds. Approximately 7,000 cubic yards of solids are deposited in the ponds each year. The steep side slope of the pond berms, along with the inability to effectively dewater the settled solids makes periodic sediment removal a very difficult and costly operation. A consulting firm was hired to design and oversee construction of a sedimentation basin that would remove the majority of sediment out of the waste stream before entering the treatment ponds. Two concrete basins were constructed with 50’ x 20’ at the bottom with 50’ of ramp to access during cleaning. The purpose of this paper is to summarize design and construction of the basins as well as testing that was conducted to determine how well the sediment basins perform. The basin testing was conducted on April 20, 2012. The waste flow was sampled for TSS upstream of the sediment basins and downstream of the basins in order to reach a percentage of TSS removed by the basins. Based on the April 20, 2012, testing, the sedimentation basins reduced the amount of TSS in the waste stream by 53%. For the test taken on April 20, the incoming TSS was 17.75 mg/L and the outgoing TSS was 9.5 mg/L.
dc.language.isoen_US
dc.titleOperational Performance of Sedimentation Basins
dc.typeProject
kusw.oastatusna
kusw.oapolicyThis item does not meet KU Open Access policy criteria.
dc.rights.accessrightsopenAccess


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record