Hydraulic design of sewage treatment plants using Lotus 1-2-3

Stamou, AI

dc.contributor.author	Stamou, AI	en
dc.date.accessioned	2014-03-01T01:09:25Z
dc.date.available	2014-03-01T01:09:25Z
dc.date.issued	1993	en
dc.identifier.issn	0959-3330	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10972
dc.subject	HYDRAULIC DESIGN	en
dc.subject	SEWAGE TREATMENT PLANT	en
dc.subject	SPREADSHEETS	en
dc.subject	LOTUS-1-2-3	en
dc.subject.classification	Environmental Sciences	en
dc.subject.other	article	en
dc.subject.other	computer program	en
dc.subject.other	greece	en
dc.subject.other	sewage treatment plant	en
dc.title	Hydraulic design of sewage treatment plants using Lotus 1-2-3	en
heal.type	journalArticle	en
heal.identifier.primary	10.1080/09593339309385285	en
heal.identifier.secondary	http://dx.doi.org/10.1080/09593339309385285	en
heal.language	English	en
heal.publicationDate	1993	en
heal.abstract	A systematic procedure is presented for the performance of the hydraulic design of Sewage Treatment Plants (STP). The present paper consists of two parts. In the first part the procedure is described as comprising of 5 steps: (a) numbering of locations of interest, (b) identification of the control points, (c) formulation of calculation modules, (d) construction of the calculation computer spreadsheet in Lotus 1-2-3 environment and (e) application of the program for the calculation of water elevations. In the second part, the calculation procedure is applied successfully to the STP of Kos in Greece, an extended aeration plant with biological P and N-removal. Calculations show that total head requirements are of the order of 3.0-3.5 m.	en
heal.publisher	SELPER LTD, PUBLICATIONS DIV	en
heal.journalName	Environmental Technology	en
dc.identifier.doi	10.1080/09593339309385285	en
dc.identifier.isi	ISI:A1993KR71300004	en
dc.identifier.volume	14	en
dc.identifier.issue	3	en
dc.identifier.spage	237	en
dc.identifier.epage	245	en