Διαστασιολόγηση δεξαμενής συλλογής όμβριων υδάτων για οικιακή χρήση

Αθανασίου, Μαριάνθη-Oλγα; Athanasiou, Marianthi-Olga

dc.contributor.author	Αθανασίου, Μαριάνθη-Oλγα	el
dc.contributor.author	Athanasiou, Marianthi-Olga	en
dc.date.accessioned	2014-11-05T10:11:06Z
dc.date.available	2014-11-05T10:11:06Z
dc.date.issued	2014-11-05
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/39481
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.6542
dc.rights	Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ελλάδα	*
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/3.0/gr/	*
dc.subject	Διαστασιολόγηση	el
dc.subject	Δεξαμενή συλλογής όμβριων υδάτων	el
dc.subject	Μέθοδος Rippl	el
dc.subject	Όμβρια ύδατα	el
dc.subject	Σύστημα όμβριων υδάτων	el
dc.title	Διαστασιολόγηση δεξαμενής συλλογής όμβριων υδάτων για οικιακή χρήση	el
dc.title	Sizing of rainwater harvesting tanks for domestic use	en
heal.type	bachelorThesis
heal.classification	Εγγειοβελτιωτικά Έργα	el
heal.language	el
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2014-10-30
heal.abstract	Ο σκοπός της παρούσας διπλωματικής εργασίας είναι η παρουσίαση δύο μεθόδων διαστασιολόγησης δεξαμενής συλλογής όμβριων υδάτων με βάση την καθημερινή καταγραφή των βροχοπτώσεων, το μέγεθος της οικογένειας που εξυπηρετείται, την επιφάνεια της στέγης συλλογής και άλλους παράγοντες.	el
heal.abstract	Rainwater harvesting is an economical way to supply water for domestic use. The purpose of this thesis is to present two methods for sizing a rainwater harvesting tank based on the local daily rainfall record, the size of the family served, the roof collection area, the type of the roof, the water uses in the house and other factors. Twenty to fourty years of daily rainfall data from five regions of Greece (i.e. Mytilene, Byron Attica, Igoumenitsa, Saint Thomas Crete and Oraiokastro Thessaloniki) were used. It was assumed that the water was used for limited daily use, covering a percentage of the needs of water use. The data was processed using the Microsoft Excel program for both methods and their results were compared. According to the first method, charts were designed showing the differences between cumulative volumes of input and output from the tank for each region. According to the second method, there were charts developed displaying the computed storage volume in the tank, the overflow volume and the volume of water from the public water supply for each area. Also, charts were developed showing the cumulative number of occurrences and relative percentage as function of day with no rainfall, as well as charts presenting the required roof area for a certain percentage p of the household water as function of the number of persons served. Finally, the results of the two methods for these areas were compared. The first method resulted in higher required tank sizes than the second method. Both methods can be used depending on the needs and finances of the user.	en
heal.advisorName	Τσιχριντζής, Βασίλειος	el
heal.committeeMemberName	Παπαδοπούλου, Μαρία	el
heal.committeeMemberName	Τσακίρης, Γεώργιος	el
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Αγρονόμων και Τοπογράφων Μηχανικών. Τομέας Εργων Υποδομής και Αγροτικής Ανάπτυξης. Εργαστήριο Εγγειοβελτιωτικών 'Εργων και Διαχείρισης Υδατικών Πόρων	el
heal.academicPublisherID	ntua
heal.numberOfPages	90 σ.
heal.fullTextAvailability	true